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All Journal Civil Engineering Forum Teknik Sipil Inersia : Jurnal Teknik Sipil dan Arsitektur TEKNIK MEDIA KOMUNIKASI TEKNIK SIPIL Jurnal Teknik Sipil Jurnal Transportasi Journal of Engineering and Technological Sciences Jurnal Dampak Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Proceedings ACES (Annual Civil Engineering Seminar) JURNAL SIPIL SAINS Warta Penelitian Perhubungan Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Journal of Innovative and Creativity Jurnal Multidisiplin Indonesia Warta Penelitian Perhubungan
Latif Budi Suparma
Jurusan Teknik Sipil Dan Lingkungan Fakultas Teknik, UGM
Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Education Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Public Health Social Sciences Transportation Veterinary Other

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Journal : TEKNIK

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Evaluasi Kemantapan Permukaan Jalan Berdasarkan International Roughness Index Pada 14 Ruas Jalan di Kota Yogyakarta Pembuain, Ardilson; Priyanto, Sigit; Suparma, Latif Budi
TEKNIK Vol 39, No. 2 (2018): Desember 2018
Publisher : Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (306.982 KB) | DOI: 10.14710/teknik.v39i2.21459

Abstract

Roads that have poor surface roughness can cause uncomfortable to road users, traffic accidents, increase dynamic loads on the road surface, thereby accelerating the process of road damage, and damage to vehicles. This research aims to evaluate the stability of road conditions based on the international roughness index (IRI). Evaluation of road stability conditions was carried out on 14 road segments in the city of Yogyakarta, with details of four secondary arterial road segments and 10 secondary collector road segments. Data on road surface roughness (IRI) values were obtained using NAASRA roughness meter which refers to SNI 03-3426-1994. Evaluation of the stability of road conditions is done by comparing the IRI values of the survey results and the limits of IRI values determined by the Directorate General of Highways. The results showed that 14 roads were evaluated, 64% were in moderate condition and 36% were in good condition. Of the 14 roads, the Sisingamangaraja, Lowanu, and Sugeng Jeroni roads have the highest IRI value in a sequence so that the three road segments are prioritized for handling.
Analisis Sisa Masa Layan Perkerasan Lentur Berdasarkan Prediksi Kerusakan dengan Metode MEPDG dan Prediksi Nilai Kondisi Perkerasan Cahyono, Muhammad Wardan B.; Suparma, Latif Budi; Mulyono, Agus Taufik
TEKNIK Vol. 43, No. 1 (2022): May 2022
Publisher : Diponegoro University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.14710/teknik.v43i1.38285

Abstract

The Remaining Service Life (RSL) of the pavement can be used to assist in determining the proper timing of maintenance work. This study aims to analyze the value of the remaining service life of flexible pavement based on the prediction of damage that occurs using the MEPDG method and based on the prediction of pavement performance conditions with the Pavement Condition Index (PCI) value. Three roads in D.I. Yogyakarta is used as the object of research, namely the Milir-Sentolo, Pakem-Prambanan, and North-West Arteries. Prediction of the remaining service life of the pavement is calculated based on the prediction of the amount of damage. The types of damage predicted were rutting, alligator cracking, and longitudinal cracking. The pavement response value is obtained from the results of the analysis using the Kenpave program with the modulus of elasticity of the material for each layer as input. The results of the analysis show that the Pakem-Prambanan road segment has the longest remaining service life, both based on the prediction of pavement damage (³ 14th year), and the predicted PCI value (7th year). This is because this section serves the least traffic compared to others
Co-Authors Abdi Prawira Abi Teguh Kurniawan Agung Wahyudi Agus Taufik Mulyono Agus Taufik Mulyono Agus Taufik Taufik Alfian Najib Anshori Alfian Saleh, Alfian Alfiani Yogaturida Isnaini Anggita Yuliani Anissa Noor Tajudin, Anissa Noor Aqilah Attamimi Ardiansyah, Ahmad Farid Arief Setiawan Arief Setiawan Bambang Suhendro Bambang Suhendro Bartolomeus Krimanto Pauta Benidiktus Susanto Berlian Kushari Berry Evaldo, Berry Cahyono, Muhammad Wardan B. Dedy Tahan Saputro Desy Natalia Aglesia Don Gaspar Don Gaspar Noesaku da Costa Edward Ngii Fransiska Idalin Gaspar, Don Gayuh Bintang Ramadhan Gholiqul Amrodh Alawy Hapsari, Purwaningtyas Widya Haris, Willi Heriadi Hesti Ratnasari Howardy Howardy Idalin, Fransiska Imam Muthohar Imam Muthohar Iman Satyarno Iman Satyarno Iman Setyarno Kanitpong, Kunnawee Laurent Yesana Perdana Putra Sabetu Muhammad Andrian, Muhammad Muhammad Ihsan Muhammad Rezki Fadhilah Novi Ari Nugroho Nugroho, Arief Setiawan Budi One Sigit Hermanto Pasapan, Richard Marcelenus Pasaribu, Kevin Briant Pembuain, Ardilson Purwaningtyas Widya Hapsari Rahman, Taqia Ramadhan, Gayuh Bintang Reynaldi Darmawan Senolinggi Rizky Rahmawati Sandra Mude Sari, Ardystia Maha Septiandri, Rohmahillah Aviskanasya Sigit Priyanto Siti Malkhamah Sri Bintang Pamungkas Sri Mulyani Suprapto Siswosukarto Suprapto Siswosukarto Suryo Hapsoro Tri Utomo Syaripin Syawal, Jus Tahapari, Yesia Tunggul W. Panggabean Wahyu Purnomo, Wahyu Waode Murniati Sadia Wunantari, Wa Ode Arie