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All Journal JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Jurnal Teknik Sipil Jurnal Transportasi Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Sibatik Journal : Jurnal Ilmiah Bidang Sosial, Ekonomi, Budaya, Teknologi, Dan Pendidikan Jurnal Talenta Sipil CRANE: Civil Engineering Research Journal Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) Journal Serambi Engineering (JSE)
Eti Sulandari
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Arts Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Social Sciences Transportation

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EVALUASI KARAKTERISTIK AGREGAT TERHADAP KERUSAKAN RUTTING PADA CAMPURAN SPLIT MASTIC ASPHALT HALUS Sulandari, Eti; Widodo, Slamet; Mayuni, Siti; Falderika, Falderika; Sutarno, Sutarno
Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Vol. 11 No. 2 (2025)
Publisher : Himpunan Pengembangan Jalan Indonesia (HPJI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26593/jhpji.v11i2.9518.139-148

Abstract

Abstract Rutting is a type of damage that occurs in the form of grooves on the road pavement surface caused by traffic loads, material quality, and asphalt mix design. This study aims to determine the potential for rutting in a Split Mastic Asphalt-Fine mix using two types of aggregate, namely aggregate-1 and aggregate-2. Permanent deformation test was conducted using a Hamburg Wheel Tracking Device under dry conditions at 60°C and 10,000 passes. This study shows that aggregate characteristics influence the potential for rutting. Test results indicate that the SMA-Fine asphalt mix using aggregate-1 has better permanent deformation resistance than the SMA-Fine asphalt mix using aggregate-2. Keywords: rutting damage; asphalt mix; permanent deformation; aggregate characteristics Abstrak Kerusakan Rutting merupakan suatu kerusakan yang berbentuk alur pada permukaan perkerasan jalan yang disebabkan oleh beban lalu lintas, kualitas material, dan rancangan campuran beraspal. Studi ini bertujuan untuk menentukan potensi terjadinya rutting pada campuran Split Mastic Asphalt-Halus, yang menggunakan 2 jenis agregat, yaitu agregat-1 dan agregat-2. Pengujian deformasi permanen dilakukan dengan alat Hamburg Wheel Tracking Device, dengan kondisi kering pada temperatur 60°C dan 10.000 lintasan. Studi ini menunjukkan bahwa karakteristik agregat memengaruhi potensi terjadinya kerusakan rutting. Hasil pengujian menunjukkan campuran beraspal SMA-Halus yang menggunakan agregat-1 memiliki ketahanan deformasi permanen yang lebih baik dibandingkan dengan campuran beraspal SMA-Halus yang menggunakan agregat-2. Kata-kata kunci: kerusakan rutting; campuran beraspal; deformasi permanen; karakteristik agregat
Analysis of Surface Texture of Asphalt Mixture with Sand Circle Method Sulandari, Eti; Lestyowati, Yoke; Widodo, Slamet; Felderika, Felderika; Sutarno, Sutarno
Jurnal Teknik Sipil Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v24i3.85641

Abstract

A road is usually defined as an infrastructure connecting a zone to other zones. As service and safety are essential for vehicle users, any conditions related to the pavement, including surface texture, are considered. The importance of this matter is that many researchers or practitioners are concerned with the quality of asphalt mixtures, whether structural or functional, which affect the safety and security of road users, mainly related to the texture of the pavement surface. This research aims to determine the texture depth (MTD, Mean Texture Depth). The research method used is the circle sand method, which is tested using the Sand Patch tool. The asphalt mixture type uses AC-WC with a composition of 39% coarse aggregate, 54.5% fine aggregate, and 6.5% filler. Optimum Asphalt Content of 6.28% and Density of 2.28 were obtained, and texture depth of 0.549 mm was more significant than 0.45 mm (Bina Marga 2010 revision 3). The conclusion is based on the design composition of the aggregate mix in the AC-WC asphalt mixture, which has a safe texture.
PENGARUH VARIASI RESIN EPOKSI TERHADAP KUAT TEKAN PADA MORTAR POLIMER BERBAHAN DEBU BATU Idris Setianto, Achmad; Elvira, Elvira; Sulandari, Eti; Herwani, Herwani; Nurhayati, Nurhayati; Rabihati, Etty
SIBATIK JOURNAL: Jurnal Ilmiah Bidang Sosial, Ekonomi, Budaya, Teknologi, Dan Pendidikan Vol. 5 No. 2 (2026)
Publisher : Penerbit Lafadz Jaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54443/sibatik.v5i2.4425

Abstract

Polymer mortar is an alternative material developed by utilising epoxy resin as a binder and stone dust as a fine aggregate. This study aims to analyse the effect of epoxy resin variation on the compressive strength of stone dust-based polymer mortar. The epoxy resin variations used in this study were 10%, 15%, and 20% of the material weight. Compressive strength testing was conducted at ages of 1, 2, 7, 14, and 21 days. The results showed that an increase in the percentage of epoxy resin significantly improved the mechanical properties of polymer mortar. At a variation of 10%, a compressive strength of 9.03 MPa was obtained at 21 days. Meanwhile, a variation of 20% resulted in a compressive strength of 17.71 MPa. This study indicates that an increase in the epoxy mixture content and a longer testing age affect the increase in the compressive strength of stone dust-based polymer mortar. These results also support the application of sustainable construction principles through the use of alternative materials.
ANALISIS KONDISI KERUSAKAN JALAN PARIT WA'GATTAK HILIR DESA PAL IX KEC. SUNGAI KAKAP DENGAN METODE BINA MARGA 2011 Sari, Umi Purwita; Sumiyattinah, Sumiyattinah; Sulandari, Eti
JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang Vol 12, No 4 (2025): JeLAST Edisi Desember 2025
Publisher : JeLAST : Jurnal Teknik Kelautan , PWK , Sipil, dan Tambang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jelast.v12i4.101945

Abstract

Ruas Jalan Parit Wa’Gattak Hilir, Sungai Kakap, Kabupaten Kubu Raya merupakan jalan lingkungan yang memiliki panjang perkerasan jalan 3,95 meter dan lebar 4,46 meter. Ruas jalan ini menghubungkan Parit Wa’Gattak Hilir ke Kota Pontianak dan sebaliknya. Penelitian ini bertujuan untuk menganalisis kondisi kerusakan jalan untuk mengetahui jenis, tingkat, dan solusi penanganan pada kerusakan jalan dengan menggunakan Metode Bina Marga 2011. Penelitian menunjukkan bahwa terdapat 7 jenis kerusakan pada Jalan Parit Wa’Gattak Hilir yaitu Lubang dengan persentase kerusakan 0,08%, Pelepasan Butir dengan persentase kerusakan 0,21%, Desintegration dengan persentase kerusakan 8,04 %, Retak melintanng dengan persentase kerusakan 0,05%, Amblas dengan persentase kerusakan 0,03%, Retak Buaya dengan persentase kerusakan 0,08%, dan Retak Pinggir dengan persentase kerusakan 0,07%. Berdasarkan Metode Bina Marga 2011, penilaian kondisi Jalan Parit Wa’Gattak Hilir diperoleh urutan prioritas penanganan nilai 7 yaitu program pemeliharaan rutin yaitu Perbaikan P2 (Pengaspalan), Perbaikan P3 (Penutupan Retak), P4 (Pengisian Retak), Perbaikan P5 (Penambalan Lubang), P6 (Perataan). Kesimpulannya adalah Metode Bina Marga 2011 dapat dijadikan sebagai salah satu metode untuk analisis penilaian kondisi kerusakan jalan.
Evaluasi Kerusakan Lapisan Permukaan Jalan dengan Metode PCI dan Tindakan Preservasi di Jalan Pemda, Kapur, Kec.Sungai Raya, Kab.Kubu Raya Aprilia Putri Santoso; Eti Sulandari; Siti Mayuni
JURNAL RISET RUMPUN ILMU TEKNIK Vol. 5 No. 1 (2026): April: Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jurritek.v5i1.8193

Abstract

Pemda Road in Kapur Village, Sungai Raya District, Kubu Raya Regency, West Kalimantan is a district road that functions as an alternative route connecting Tanjung Raya II Road and Kapur Village Main Road. Along with increasing traffic loads and limited maintenance, this road section has experienced various surface pavement distresses that reduce driving comfort and compromise road safety. This paper seeks to detect the types and severity levels of pavement damage and to determine appropriate preservation actions using the Pavement Condition Index (PCI) method. The research method involved a visual field survey by dividing the road into several segments, identifying damage types and severity levels, calculating PCI values, and determining suitable preservation measures based on the Asphalt Institute MS-17 guidelines. The results indicate that the flexible pavement section has a PCI value of 21.643, classified as very poor, with dominant damages consisting of potholes and edge cracking. Meanwhile, the rigid pavement section shows a PCI value of 94.960, which falls into the excellent category. The results of this research are anticipated to facilitate decision-making in determining maintenance priorities and road preservation strategies to improve pavement performance and extend service life.
Pengaruh Bekisting Multiplek dan Papan Kayu terhadap Kuat Tekan Beton Febriandy, Anggi; Elvira, Elvira; Sulandari, Eti
Jurnal Talenta Sipil Vol 9, No 1 (2026): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/talentasipil.v9i1.1231

Abstract

Formwork is a critical component in concrete construction as it functions as a temporary mold that can influence concrete quality, particularly during placement and early curing stages. In construction practice, especially in small- to medium-scale projects, timber formwork is still widely used due to economic considerations; however, its water-absorbing characteristics may reduce concrete compressive strength. As an alternative, plywood formwork and various surface coatings have been applied, yet their comparative influence on concrete compressive strength has not been extensively evaluated in a systematic manner. This study aims to analyze the effect of formwork material and surface coating type on the 28-day compressive strength of concrete. An experimental laboratory method was employed using cubic specimens measuring 15×15×15 cm, with two target concrete grades of 20 MPa and 30 MPa. The variations included steel, timber, and plywood formwork, combined with plastic sheet coating, release oil, and oil-based paint. Compressive strength testing was conducted at 28 days, and the results were analyzed using a descriptive–comparative approach with steel formwork as the reference. The results indicate that plywood-based formwork, particularly plywood coated with oil-based paint, produced compressive strength values closest to the reference. In contrast, timber-based formwork showed greater reductions in compressive strength across both concrete grades. Based on these findings, the use of plywood formwork with paint coating is recommended as a more reliable alternative to timber formwork under similar testing conditions.
Analisis Pengaruh Penambahan Karet Pravulkanisasi Terhadap Karakteristik Fisik Aspal Penetrasi 60/70 Evan; Eti Sulandari; Siti Mayuni
Jurnal Serambi Engineering Vol. 11 No. 2 (2026): April 2026
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Modifikasi aspal diperlukan untuk meningkatkan kualitas bahan pengikat. Penelitian eksperimental ini menganalisis pengaruh karet pravulkanisasi (Vulatex) terhadap karakteristik fisik aspal penetrasi 60/70 serta menentukan kadar optimum. Aspal dimodifikasi dengan Vulatex 0%, 1%, 3%, 5%, dan 7% berdasarkan berat aspal dan diuji sesuai SNI serta dibandingkan dengan Spesifikasi Umum Bina Marga 2018 Revisi 2. Pengujian meliputi penetrasi 25°C, titik lembek, titik nyala/bakar, berat jenis, daktilitas, dan kehilangan berat (loss on heating). Penambahan Vulatex menurunkan penetrasi dari 64,80 dmm (0%) menjadi 53,70 dmm (7%) dan meningkatkan titik lembek hingga 54,65°C (7%). Titik nyala/bakar 260–294°C memenuhi persyaratan minimum (≥230°C) dan berat jenis 1,02–1,09 g/cm³. Daktilitas menurun dari 110,00 cm (0%) menjadi 90,50 cm (7%); namun pada kadar 3% masih ≥100 cm (101,50 cm). Kehilangan berat menurun dari 0,60% (0%) menjadi 0,04–0,09% dan seluruh variasi memenuhi batas maksimum 0,8%. Kadar Vulatex 3% direkomendasikan sebagai optimum karena meningkatkan kekakuan tanpa menurunkan daktilitas di bawah batas spesifikasi serta lebih tahan terhadap pengaruh pemanasan.  
Co-Authors - Bani - Wahyudi . Adriansyah ., Sawaluddin A. Sirait, Ray Bernad A.S, Syafaruddin Akhmadali . Akhmadali, - Alfian, Ifan Alfianda, - Alhani, - Aprilia Putri Santoso Aprizaldy, Fitra Arief Maulana Aris Munandar Asnawi, Uray Farizi Bani, - Barokah, Juniwati Budi Siswanto Chairul Anam, Chairul Dede Gusti Rendra Dian Sudiyono Edo Darmawan Elsa Tri Mukti Elvira Elvira Evan Fadillah, Syarif Ikhwan nur Falderika, Falderika Febriandy, Anggi Felderika, Felderika Guntur Saptudiyanto GUSTAF SAPTO FENDI Hengki Firgian Herwani . Idris Setianto, Achmad Kadarini, S. Nurlaily Khardiansyah, Ardi Komala Erwan Mahmugi, Imam Maruli Situmorang Maulana, M Azmi Mokoginta, Ilham Muhamad Yamin Novianto, Verry Nurhayati Nurhayati Parianto, Parianto Pranata, Jonny Prasetia, Eka Pratama, Nugraha Yuda Putra, Dedi Purwa Putri, Karolina Ginting Rabihati, Etty Riduan, - Rudi Sugiono Suyono, Rudi Sugiono SAID . Said Basalim Sanjaya, Amir Sapuan . Saputro, Eko Danan Sari, Umi Purwita Septianto, Adika Siti Mayuni Slamet Widodo Slamet Widodo Sugeha, Alif Lam Ra Sumiyatinnah, - Supiatmi, Erwin Sutarno Sutarno Sutrisno, Ady Suyono, Rudi S. Syafaruddin AS Syafaruddin AS, Syafaruddin Syaifullah, Asep YM, Sutarto Yoke Lestyowati