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All Journal Jurnal Spektran Jurnal Ilmiah Desain & Konstruksi Wahana Teknik Sipil: Jurnal Pengembangan Teknik Sipil Teras Jurnal U Karst RACIC : Rab Construction Research JAIM (Jurnal Abdi Masyarakat) Jurnal Riset Rekayasa Sipil Civilla : Jurnal Teknik Sipil Universitas Islam Lamongan JMTS: Jurnal Mitra Teknik Sipil Jurnal Manajemen Teknologi dan Teknik Sipil (JURMATEKS) Community Development Journal: Jurnal Pengabdian Masyarakat Jurnal Applied Science in Civil Engineering Jurnal Talenta Sipil Techno Jurnal Pengabdian Pada Masyarakat Journal of Civil Engineering and Vocational Education
Andri Dwi Cahyono
Civil Engineering Department, Faculty Of Engineering, Universitas Kadiri, Indonesia
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Identifikasi Karakteristik Agregat Terhadap Nilai Stabilitas Lapis Perkerasan Aspal Beton AC-BC (Laston) Hidiyati, Evita Fitrianis; Cahyono, Andri Dwi; Induwati, Meisela; Emilia, Oda Firma; Mustafa, Dinar Tiffani; Pambudi, Widy Rilo; Aprinia, Andini Dwi; Fasyaro, Reiga Firhan
Teras Jurnal : Jurnal Teknik Sipil Vol. 13 No. 1 (2023): Volume 13 No 1, Maret 2023
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29103/tj.v13i1.853

Abstract

Abstrak Tujuan dilakukan penelitian ini adalah untuk mendapatkan komposisi terbaik dari penggunaan agregat kasar dari Kedak dan Pasir Lumajang, sehingga mampu meningkatkan nilai stabilitas jalan. Metode yang digunakan yaitu metode eksperimental dengan pembuatan benda uji jenis lapis aspal beton yaitu AC-BC dengan variasi campuran 4,2% aspal. Beberapa pengujian untuk mendapatkan karakteristik agregat yaitu uji gradasi ayakan, uji abrasi, uji berat jenis sementara pengujian untuk mendapatkan hasil stabilitas adalah uji Marshall (Stabilitas, Flow, volumetric). Kesimpulan dari hasil pengujian Marshall dengan penggunaan agregat kasar koral Kedak Kediri dan agregat halus pasir Lumajang didapatkan nilai stabilitas rata-rata sebesar 4.843 kg hal tersebut menunjukkan adanya pengaruh yang signifikan terhadap nilai stabilitas lapis perkerasan lentur normal sebesar 800 kg sehingga hasil tersebut menunjukkan penggunaan agregat kasar koral Kedak Kediri dan agregat halus pasir Lumajang meningkatkan nilai stabilitas yang akan berdampak pada daya tahan lapis perkerasan jalan kondisi lalu lintas tinggi dan tingkat umur layanan jalan yang direncanakan akan tercapai. Kata kunci: Aspal, Jalan, Marshall, Stabilitas Abstract The purpose of this research is to get the best composition from the use of coarse aggregate from Kedak and Lumajang Sand, so as to increase the road stability value. The method used is the experimental method by making asphalt concrete type specimens, namely A.C-B.C with a mixture of 4.2% asphalt. Several tests to obtain aggregate characteristics are sieve gradation test, abrasion test, specific gravity test. While testing to obtain stability results is the Marshall test (Stability, Flow, volumetric). The conclusion from the Marshall test results using Kedak Kediri coarse coral aggregate and Lumajang sand fine aggregate obtained an average stability value of 4,843 kg. This shows that there is a significant influence on the stability value of the normal flexible pavement layer of 800 kg. Thus, these results indicate that the use of Kedak Kediri coarse coral aggregate and Lumajang sand fine aggregate increases the stability value which will have an impact on the durability of the road pavement under high traffic conditions and the service life level of the planned road will be achieved. Keywords: Asphalt, Marshall, Road, Stability
Hubungan Antara Rasio Agregat dan Volumetrik dalam Menentukan Kualitas Perkerasan Jalan Fatardhoo, Abroor Kissraya; Cahyono, Andri Dwi; Hidiyati, Evita Fitrianis; Zakaria, Ahmad Lufi; Pratama, Ahmad Figur; Nugraha, Muh Wahyu Dian; Febriansyah, Yanwar; Pratama, Diva Iga
Jurnal Manajemen Teknologi & Teknik Sipil Vol. 7 No. 1 (2024): JUNE
Publisher : Kadiri University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jurmateks.v7i1.5721

Abstract

Road pavement quality is a critical factor in supporting a country's mobility and economy. Around 40% of the road length in Indonesia suffers damage, including permanent deformation and early cracking. To overcome road damage, it is important to know the pavement quality parameters such as Voids in Mineral Aggregate (VMA), Voids in Mix (VIM), and Voids Filled with Bitumen (VFB), along with the factors that influence them, such as material characteristics. This study aims to determine the effect of the fine and coarse aggregate ratio on volumetric parameters in asphalt mixtures, including VIM, VMA, and VFB. The experimental method was carried out on four samples. Aggregate characteristic tests were carried out, including gradation tests. Volumetric tests were carried out on each sample with asphalt content of 4%, 4.5%, and 5%. The research results show that the smaller fine-to-coarse aggregate ratio would increase the VMA and VIM values and decrease the VFB value. Aggregate ratio significantly affects volumetric parameters, which shows the importance of selecting aggregate with the right size distribution and determining the right ratio to achieve optimal pavement performance. The results of this study can be used as a practical guide for optimizing asphalt mix design with better quality and durability.
SOSIALISASI PENGGUNAAN LIMBAH BOTOL PLASTIK UNTUK PENINGKATAN INFRASTRUKTUR JALAN DESA POJOK KECAMATAN MOJOROTO KEDIRI Andri Dwi Cahyono; Zendy Bima Mahardana; Evita Fitrianis Hidiyati; Imam Mustofa; Rama Putra Nugraha; Wiwit Mely Yanti Jannah
Community Development Journal : Jurnal Pengabdian Masyarakat Vol. 5 No. 6 (2024): Vol. 5 No. 6 Tahun 2024
Publisher : Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/cdj.v5i6.38335

Abstract

Pengelolaan limbah plastik telah menjadi isu global yang mendesak dalam beberapa dekade terakhir. Limbah botol plastik, terutama yang terbuang sembarangan, memiliki dampak negatif terhadap lingkungan dan kesehatan manusia. Pada saat yang sama, infrastruktur jalan yang baik menjadi hal penting bagi kemajuan suatu daerah. Dalam upaya mengatasi masalah limbah plastik dan meningkatkan infrastruktur jalan di Desa Pojok, Kecamatan Sukorame, Kediri, perlu dilakukan sosialisasi mengenai pemanfaatan limbah botol plastik sebagai bahan tambah lapis perkerasan jalan. Metode pelaksanaan sosialisasi pemanfaatan limbah botol plastik sebagai bahan tambah lapis perkerasan jalan di Desa Pojok, Kecamatan Sukorame, Kediri seperti Edukasi masyarakat tentang manfaat daur ulang limbah botol plastik dan dampak positifnya terhadap lingkungan dan infrastruktur jalan. Selanjutnya Demonstrasi praktis tentang cara menggunakan limbah botol plastik dalam pembuatan lapis perkerasan jalan. program kerja individual telah berhasil terlaksana secara efektif setelah pelaksanaan kegiatan sosialisasi penggunaan limbah botol plastik dalam pembuatan perkerasan jalan. Melalui kegiatan pengabdian masyarakat ini, terjadi peningkatan signifikan dalam manfaat dan kontribusi kepada mitra, seiring dengan pengembangan keahlian dalam proses produksi. Sebagai rekomendasi untuk masa depan, disarankan untuk melanjutkan kegiatan pengabdian di beberapa desa dengan menerapkan metode dan pengetahuan baru yang dapat memberikan dampak positif yang lebih besar.
OPTIMALISASI STABILITAS PADA LAPIS ASPAL BETON DENGAN MENGGUNAKAN AGREGAT LIMBAH BETON Aldo Verdiawan; Andri Dwi Cahyono; Evita Fitrianis Hidiyati; Aldo Riki Saputra; Rizky Hary Anto; Anggik Fatkhurrokhman; Mochammad Munhamir; Muhammad Bagus Maulana; Rendy Kurnia Dewanta
Racic : Rab Construction Research Vol. 8 No. 2 (2023): DESEMBER
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v8i2.3200

Abstract

Concrete waste is waste material produced during the construction, renovation or demolition of concrete. The waste comes from residential areas that were evicted or demolished so that the airport land becomes sterile. The negative effects of the development, the large amount of concrete waste due to demolition and the absence of innovation in handling concrete waste. Therefore, utilizing concrete waste as a substitute for coarse aggregate in making marshal samples for asphalt road planning. so this research using materials from recycling rca concrete is very meaningful to determine which type of pavement to be used in the research. Therefore, to overcome these problems, the method used in this research is SNI 06- 2489- 1991 Procedures for Testing Asphalt Combinations with Marshall Equipment. By using RCA Waste coarse aggregate on the constituent materials of AC-BC concrete layer obtained an average stability result of 4843 kg. It is expected that these results are suitable for use as material to replace coarse aggregate on road pavements in accordance with the provisions of the 2018 bina marga specification.
SOSIALISASI DATA BERBASIS REGRESI UNTUK OPTIMALISASI LALU LINTAS DI SIMPANG PADA KOTA KEDIRI Mochammad Danara Indra Pradigta Danara; Evita Fitrianis Hidiyati; Andri Dwi Cahyono; Faiz Muhammad Azhari
Jurnal Abdi Masyarakat Vol. 9 No. 2 (2026): Jurnal Abdi Masyarakat Mei 2026
Publisher : Universitas Kadiri

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30737/jaim.v9i2.7309

Abstract

Community service activities conducted in Kediri City demonstrated that spatial regression models effectively explain traffic variations at major intersections. The analysis showed that vehicle speed and volume are significantly influenced by intersection location, arm direction, and vehicle type. High R-square values, reaching 83% at Semampir Intersection and 82% at Bandar Alim Intersection, indicate that quantitative and spatial approaches accurately describe traffic conditions. These findings suggest that traffic planning and control should be tailored to the characteristics of each intersection. The program also included outreach, technical training, and group discussions with the Kediri City Transportation Agency, enabling participants to interpret regression outputs, including T-tests, ANOVA, and spatial maps, and apply them to technical policies. The activities produced data-driven recommendations, including adaptive traffic signal timing, restrictions on heavy vehicles during peak hours, and the development of a real-time traffic monitoring system, with Semampir and Bandar Alim as pilot intersections.
PENGARUH MATERIAL LOKAL KEDIRI TERHADAP TINGKAT DURABILITAS LAPIS STRUKTUR JALAN Achmad Khabib Kurnia; Andri Dwi Cahyono; Imam Mustofa; Evita Fitrianis Hidiyati; Ricco Dwi Yuliawan; Tantra Tegar Permady; Achmad Fikri Haikal; Dwi Nur Khayatin; Audy Yoga Pratama
Jurnal Riset Rekayasa Sipil Vol 7, No 1 (2023): September 2023
Publisher : Prodi Teknik Sipil Fakultas Teknik Universitas Sebelas Maret Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20961/jrrs.v7i1.79196

Abstract

Air conditioning or asphalt concrete is formed from coarse aggregate, fine aggregate, and asphalt. An aggregate is a collection of grains of crushed stone, gravel, sand, and other minerals in the form of both natural and artificial products. Coarse aggregate is sieve holder No. 8 (2.36 mm) retained aggregate while fine aggregate is sieve No. 8 (2.36 mm) passed aggregate. The problems that often occur in road pavement layers are poor durability and surfaces that are easy to wear out. This study aimed to find the maximum marshall value in the form of 60/70 penetration asphalt mixture stability. This study used an experimental method with a laston AC-BC test, the test was carried out with abrasion, gradation, specific gravity, and Marshal testing tests using marshal test equipment, following SNI 06-2489-1991, or AASHTO T245-90, or ASTM D1559-76. Using aggregates from the Kedak area, stability results of 3046, 4896, 3754 were obtained, which met the standards of the Bina Marga specifications standards. So that the aggregate from the Kedak area can be used as an alternative constituent material in road planning in the Kediri area because it is more efficient and has good durability.
Co-Authors Achmad Fikri Haikal Achmad Khabib Kurnia Ade Tio Purnomo Agata Iwan Candra Ahmad Iqbal Zulqornain Azma Aisyah, Friska Windi Meira Akbar Wahyu Priyo Hariadi Aldo Riki Saputra Aldo Verdiawan Anam, Ahmad Khoirul Anggik Fatkhurrokhman Aprinia, Andini Dwi Arif Fathur Rohman Arthur Fajar Anosaputra Audy Yoga Pratama Candra Dwi Saputra Dewanta, Rendy Kurnia Dodi Setiawan Dwi Nur Khayatin Dwifi Aprillia Karisma Dwiky Widyatmoko Edy Gardjito, Edy Emilia, Oda Firma Erwanda, Niko Andika Erwindsyah Putra Wijaya Evita Fitrianis Hidiyati Evita Fitrianis Hidiyati Evita Fitrianis Hidiyati Faiz Muhammad Azhari Faiz Muhammad Azhari Fasyaro, Reiga Firhan Fatardhoo, Abroor Kissraya Fathurrohman, Nadi Rheiza Faturrahman, Nadi Rheiza Fauzy, Muhammad Rosyid Abdul Rohman Fauzy Febriansyah, Yanwar Febynia Ananda Putri Fitry Rahmawaty Galih Dwi Kurniawan Herlan Pratikto Hidiyati, Evita Fitrianis Ichwan, Zainal Imam Mustofa Induwati, Meisela Lana Juniantoro Eko Saputro Lina Budi Lestari Lintang Ratnasari Satiti Mahardi Kamalika Khusna Ali Mahendra, Dicko Mahendra, Prendy Eliya Mochammad Danara Indra Pradigta Danara Mochammad Munhamir Muhammad Bagus Maulana Muhammad Nasih Al hasbi Muhammad Rafiq Susanto Muhammad Setio Aji Mustafa, Dinar Tiffani Nugraha, Muh Wahyu Dian Nur Addin Fatkunada Oktabernandus, Satria Perdana Oktaviadi, Reza Pambudi, Widy Rilo Pasya, Salman Alfaridh Pratama, Ahmad Figur Pratama, Diva Iga Puji Rahayu Febyningtyas Puput Buqin Laso Putri, Yuzi Melia Adi Qalby, Atsfiela Dzulkhan Rahadi Reswara Rama Putra Nugraha Rama Putra Nugraha Rendy Kurnia Dewanta Ricco Dwi Yuliawan Risnanda, Angga Rivianto, Arif Rizky Hary Anto Safril Enra Firmansyah Sefiyanti, Redyka Sigit Winarto Sulik Anam Supriyo, Rahmat Heru Surya Pratama Tantra Tegar Permady Trini Agustini Wardani, Onie Wiwit Mely Yanti Jannah Wiwit Mely Yanti Jannah Yosef Cahyo Setianto Poernomo Yossy Murdianto Eka Saputra Zakaria, Ahmad Lufi Zendy Bima Mahardana