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Hartatik, Nurani
Universitas 17 Agustus 1945 Surabaya
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Penerapan Pemeringkatan Bintang untuk Analisis Laik Fungsi Teknis Ruas Jalan Nasional Lingkar Mojoagung, Jombang Hartatik, Nurani; Satria Pratama, Asrul; Sekar Gondoarum, Siti; D. Prasetyo, Yudi
Jurnal Pendidikan dan Teknologi Indonesia Vol 5 No 5 (2025): JPTI - Mei 2025
Publisher : CV Infinite Corporation

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52436/1.jpti.789

Abstract

Keselamatan jalan merupakan aspek krusial dalam perencanaan infrastruktur transportasi. Jalan Lingkar Mojoagung di Kabupaten Jombang memiliki tingkat kecelakaan yang cukup tinggi, yang dipengaruhi oleh faktor infrastruktur seperti kondisi perkerasan, pencahayaan, dan fasilitas keselamatan yang tidak optimal. Penelitian ini bertujuan untuk mengevaluasi laik fungsi teknis ruas jalan tersebut menggunakan metode pemeringkatan bintang, yang memungkinkan penilaian objektif terhadap faktor risiko jalan. Data dikumpulkan melalui survei lapangan dengan mengidentifikasi 112 segmen jalan, kemudian dianalisis menggunakan perangkat lunak pemeringkatan bintang untuk mengukur skor keselamatan berdasarkan faktor geometrik, lalu lintas, serta fasilitas pendukung. Hasil penelitian menunjukkan bahwa ruas jalan ini memiliki skor rata-rata pemeringkatan bintang sebesar 2, yang mengindikasikan tingkat keselamatan rendah. Faktor utama yang berkontribusi terhadap skor ini adalah minimnya penerangan jalan, kondisi marka yang pudar, serta tidak tersedianya jalur pedestrian dan zona aman bagi pengguna rentan. Temuan ini menegaskan perlunya peningkatan infrastruktur keselamatan jalan secara sistematis. Implikasi dari penelitian ini mendorong pemangku kebijakan, khususnya Balai Pelaksanaan Jalan Nasional (BPJN) dan Dinas Perhubungan, untuk segera mengimplementasikan perbaikan seperti peningkatan pencahayaan, pemasangan marka bertekstur, serta optimalisasi jalur pedestrian. Studi ini memberikan kontribusi penting bagi pengembangan kebijakan infrastruktur jalan dengan menekankan perlunya integrasi teknologi pemantauan real-time, seperti Internet of Things (IoT) dan AI-based analytics, dalam evaluasi keselamatan jalan. Penelitian selanjutnya disarankan untuk mengembangkan model prediktif berbasis machine learning guna meningkatkan efektivitas deteksi titik rawan kecelakaan serta mengukur dampak dari kebijakan yang telah diterapkan.
Analisis Hasil Pengujian Filler Serbuk Kapur berdasarkan Spesifikasi Bina Marga 2018 (Revisi 2) Haliza, Nadya Nur; Fatmawati, Laily Endah; Hartatik, Nurani
Prosiding Seminar Nasional Teknik Sipil UMS 2025: Prosiding Seminar Nasional Teknik Sipil UMS
Publisher : Universitas Muhammadiyah Surakarta

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Abstract

Penelitian ini bertujuan untuk menganalisis karakteristik fisik dari filler serbuk kapur yang berasal dari UD Yadi Jaya untuk digunakan dalam campuran Asphalt Concrete-Wearing Course (AC-WC). Fokus analisis meliputi pengujian analisa saringan dan pengujian berat jenis, yang dilakukan berdasarkan acuan Spesifikasi Umum Bina Marga 2018 (Revisi 2). Pengujian analisa saringan dilakukan sesuai ASTM C136-05 untuk menentukan persentase partikel yang lolos ayakan No. 200. Hasil pengujian menunjukkan bahwa 76,60% serbuk kapur lolos ayakan No. 200, sehingga telah memenuhi syarat minimum sebesar 75%. Selanjutnya, pengujian berat jenis dilakukan mengacu pada SNI 1970:2008 dan menghasilkan nilai rata-rata berat jenis sebesar 2,64 gr/cm³ dari tiga sampel, yang juga memenuhi syarat minimum 2,5 gr/cm³. Berdasarkan hasil tersebut, serbuk kapur dari UD Yadi Jaya layak digunakan sebagai filler pada campuran aspal AC-WC. Temuan ini mendukung potensi pemanfaatan limbah batu kapur lokal sebagai alternatif filler yang berkelanjutan dan ekonomis dalam konstruksi perkerasan jalan, serta memberikan kontribusi terhadap efisiensi material dan pengelolaan lingkungan.
Evaluasi Hasil Pengujian Filler Limbah Serbuk Baja sebagai Material Pengisi pada Campuran Aspal AC-BC Akbar, Zulva Aulia Atiarani; Hartatik, Nurani
Prosiding Seminar Nasional Teknik Sipil UMS 2025: Prosiding Seminar Nasional Teknik Sipil UMS
Publisher : Universitas Muhammadiyah Surakarta

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Abstract

Campuran aspal AC-BC merupakan lapisan perkerasan jalan yang memerlukan stabilitas dan kekuatan optimal dalam menahan beban lalu lintas. Salah satu cara untuk meningkatkan performa campuran aspal adalah dengan menambahkan filler yang tepat. Penelitian ini bertujuan untuk mengevaluasi hasil pengujian filler limbah serbuk baja sebagai material pengisi pada campuran aspal AC-BC. Limbah serbuk baja dipilih karena sifatnya yang keras dan padat serta kandungan silika yang tinggi. Metode pengujian dilakukan sesuai Spesifikasi Umum Bina Marga (Revisi 2) Tahun 2018, meliputi uji analisa saringan dan berat jenis. Hasil pengujian menunjukkan bahwa filler limbah serbuk baja memiliki nilai lolos saringan No. 200 sebesar 77,5%, memenuhi standar minimum 75%. Selain itu, hasil uji berat jenis rata-rata adalah 2,85 gr/cm³, yang juga memenuhi standar berat jenis minimal 2,85 gr/cm³. Berdasarkan hasil tersebut, filler limbah serbuk baja dapat digunakan sebagai material pengisi pada campuran aspal AC-BC karena memenuhi persyaratan teknis. Penggunaan filler ini diharapkan dapat meningkatkan kepadatan dan stabilitas campuran aspal serta mendukung pemanfaatan limbah industri secara efektif.
Analisis Kinerja Putaran Balik (U-Turn) pada Ruas Jalan Raya Taman Sidoarjo Fahmi, Muhammad Harisul; Hartatik, Nurani
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 2 (2025): April
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i2.38682

Abstract

Jalan Raya Taman is located in Taman Subdistrict, Sidoarjo Regency, East Java Province, which has a section length of ±8KM with a 4/2 T type which is the main route for traffic flow. Along Jalan Raya Taman there are business, commercial and densely populated areas which affect traffic flow and are prone to vehicle build-up. The U-Turn facility on Jalan Raya Taman cannot fully overcome the problem of conflict, because the more vehicles that use the U-Turn facility at the same time or close together will cause a queue of vehicles making the U-Turn and cause traffic jams. in the same or opposite direction. The aim of this research is to determine the average volume of vehicles using the U-Turn facility on Jalan Raya Taman. This research method was carried out quantitatively using the 2023 Indonesian Road Capacity Guidelines (PKJI). The results of this research concluded that the highest Skr value for the volume of vehicles making a U-Turn at the U-Turn facility on Jalan Raya Taman, Sidoarjo was obtained by U-Turn 1 on Monday. with a value of 1188.00 Skr/hour and U-Turn 2 on Tuesday with a value of 1089.50 Skr/hour.
Karakteristik Parkir di Pasar Krian, Kabupaten Sidoarjo Fauzi, Aditio Achmad; Hartatik, Nurani
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 3 (2025): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i3.44468

Abstract

Krian market is one of the largest traditional markets in Sidoarjo Regency which has serious problems in providing parking facilities. Limited parking space causes congestion, traffic disruption and inconvenience for visitors and traders. This study aims to analyze parking space requirements and parking characteristics. The research methods used are parking patrol survey and parking space inventory survey. The results show that the limited parking space in Krian market encourages visitors and traders to utilize the road shoulder as a parking area, which in turn worsens traffic conditions. In addition, the high volume of vehicles during peak hours further increases the pressure on the available parking capacity. As a solution, this study recommends the development of additional parking facilities, optimization of existing parking spaces, as well as the implementation of a more effective parking management approach. The implementation of these measures is expected to improve the efficiency of market operations, facilitate vehicle mobility, and create a more organized and comfortable market environment for all parties.
Analisis Campuran Agregat AC-BC dengan Substitusi Limbah Polyethylene Terephthalate dengan Filler Semen Bintang, Audito; Hartatik, Nurani; Fatmawati, Laily Endah
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 3 (2025): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i3.46045

Abstract

Indonesia generated 4.14 million tons of plastic waste in 2021, making it the second-largest plastic waste contributor in the world. One type of plastic, Polyethylene Terephthalate (PET), is particularly difficult to decompose and has negative environmental impacts. This study aims to analyze the use of PET waste in Asphalt Concrete–Binder Course (AC-BC) mixtures to improve pavement quality while reducing plastic waste. The method used involves analyzing the gradation of aggregate, asphalt, and PET waste mixtures based on the 2018 General Specifications of Bina Marga (Revision 2). PET waste was selected due to its high availability and durability. The results indicate that there is an ideal composition of aggregate, asphalt, and PET that meets the required gradation criteria. This study shows that PET waste can be utilized as a technically feasible asphalt mixture component and contributes to sustainable infrastructure development.
Identifikasi Kerusakan Jalan Di Ruas Jalan Raya Lingkar Timur Kecamatan Sidoarjo Pada KM 3+800 – KM 8+000 Alivto, Trisna; Hartatik, Nurani; Mawariza, Putri Suci
Journal of Research and Technology Vol. 11 No. 1 (2025): JRT Volume 11 No 1 Juni 2025
Publisher : 2477 - 6165

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55732/g81ch214

Abstract

Penelitian ini dilakukan pada ruas jalan raya Lingkar Timur Kecamatan Sidoarjo Kab.Sidoarjo Jawa Timur dengan panjang 4,2 Km dan lebar 7 m merupakan jalan perkotaan dengan fungsi jalan kolektor primer kelas II yang memiliki spesifikasi jalan 1 lajur dan 2 jalur tak terbagi dengan perkerasan lentur. Kerusakan jalan terdiri dari berbagai jenis kerusakan perkerasan seperti alur, amblas, keriting, lubang, pelapukan dan butiran lepas, retak kulit buaya, retak memanjang atau melintang, retak pinggir, sungkur, dan tambalan. Dalam penelitian ini dilakukan survei lokasi secara langsung untuk mengetahui ada jenis kerusakan apa saja dan luas/panjang kerusakannya. Dalam penelitian ini didapat hasil dengan total luas kerusakan jalan 6782 m2 dan jenis kerusakannya yaitu amblas 21,14 m2 (0,31%), lubang 22,52 m2 (0,33%), pelapukan & butiran lepas 32,51 m2 (0,48%), retak pinggir 52,57 m2 (0,78%) retak memanjang & melintang 111,1 m2 (1,65%), sungkur 229,04 m2 (7,96%), tambalan 536,24 m2 (7,96%), keriting 1293,4 m2 (19,21%), retak kulit buaya 2086,25 m2 (30,98%), dan alur 2348,67 m2 (34,88%).
Analisis Volume Lalu Lintas pada Jalan Raya Semolowaru Surabaya Ardiansyah, Surya lham; Hartatik, Nurani; Rizkiardi, Aditya
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 3 (2025): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i3.46106

Abstract

Semolowaru Highway is not free from challenges, such as traffic congestion during rush hour and the need for routine maintenance to maintain the safety and comfort of road users. Semolowaru Highway is included in the category of 4/2 TT type roads with a road width of 4 meters per lane limited by a median road width of 80 cm so that each direction of the lane is close to each other with a Road Length of 750 m. It is necessary to analyze the performance of road sections and traffic using manual counts on this road section. The method used in this study is quantitative with the approach of the Indonesian Road Capacity Guidelines (PKJI) 2023. Data acquisition comes from primary data and secondary data. The purpose of this study was to determine the traffic volume, the data used in this study is primary data. The results of the analysis show that the peak hour of traffic volume in direction A occurred on Friday, September 6, 2024 at 16.00-17.00 was 2360.95 skr / hour. Meanwhile, the peak traffic volume in direction B on Friday, September 6, 2024 at 16.00-17.00 was 2022.35 sec/hour.
Analisis Faktor Pemilihan Moda Transportasi Umum Konvensional dan Transportasi Umum Online di Kabupaten Nganjuk Sadewa, Ferderiko Khova; Hartatik, Nurani; Rizkiardi, Aditya
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 3 (2025): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i3.46277

Abstract

One important aspect of transportation is mode choice. This mode selection is an important step in transportation planning and plays a key role in determining transportation policy, especially related to the type of mode and infrastructure available. This study aims to analyze the factors that influence the selection of online and conventional public transportation modes by people in Nganjuk Regency, using questionnaires distributed to people in Nganjuk Regency and data processing using the help of the SPSS application. This study also measures how much influence the variables of tariff, ease of obtaining transportation modes, service quality, availability of transportation modes, and travel time have on the selection of transportation modes in Nganjuk Regency. From the results of data processing obtained through questionnaires that have been distributed to 400 respondents in Nganjuk Regency, obtained, namely tariffs, ease of obtaining transportation modes, service quality, availability of transportation modes, and travel time. Then for the magnitude of the influence of these variables on the selection of online public transportation modes by 50% and conventional public transportation modes is 82%.
PEMANFAATAN LIMBAH PLASTIK LDPE PADA CAMPURAN ASPAL BETON MENGGUNAKAN ASPAL MODIFIKASI PG 70 Syahrizal Abdullah Razak; Hartatik, Nurani; Hariani, Hariani; Punarta, I Gede Agus
Jurnal Teknik Sipil dan Arsitektur Vol 30 No 2 (2025): Jurnal Teknik Sipil dan Arsitektur
Publisher : Fakultas Teknik Universitas Tunas Pembangunan Surakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36728/jtsa.v30i2.4928

Abstract

Plastic waste management in Indonesia is an important issue in realizing sustainable waste management. Based on data from 2021, Indonesia produces around 25.95 million tons of plastic waste, equivalent to 15.96% of the total national waste production. Plastic waste occupies the second position after organic waste in the composition of waste in Indonesia. One of the efforts to utilize plastic waste is to integrate it as a binder in asphalt concrete mixtures. The asphalt concrete layer is a pavement layer that directly receives vehicle loads, is designed to withstand changes in temperature, shear forces, vertical pressure, and functions as a waterproof layer. In this study, Low-Density Polyethylene (LDPE) plastic waste was used after washing, shredding, and drying. LDPE was then mixed with asphalt through wet mixing method. This research aims to evaluate the effect of LDPE plastic waste addition on the quality of modified asphalt mixture, especially on the aspects of stability, flexibility, and crack resistance. Tests were conducted using the Marshall method to obtain parameters such as stability, flow, voids in the mixture (VIM), voids between aggregate grains (VMA), and voids filled with asphalt (VFA). The test results showed that the penetration value of PG 70 modified asphalt tended to decrease as the LDPE plastic waste content increased, from 55 cm at 0% to 44.13 cm at 6%, indicating an increase in asphalt hardness. The highest flash point was reached at 6% LDPE content of 375.67 °C, while the lowest flash point was 367 °C at 0% content, indicating increased thermal safety. In addition, the highest softening point was recorded at 6% LDPE content of 61.8 °C, while the lowest softening point was 52.9 °C at 0% content. This shows that the addition of LDPE increases the resistance of asphalt to high temperatures and still meets the technical standards set by the 2018 Bina Marga General Specifications. These findings indicate that the utilization of LDPE plastic waste in asphalt mixtures can be an innovative solution in reducing the volume of plastic waste while improving pavement quality. Keyword: LDPE Plastic Waste, Modified Asphalt, Asphalt Concrete, Marshall Test.
Co-Authors abrian amirullah Achmad Restu Ilham Aditya Eka Abdi Susanto Aditya Rizkiardi Agustya, Muhammad Maulana Akbar, Zulva Aulia Atiarani Alivto, Trisna Amar Ardiansyah Andaryati, Andaryati Andi Hendrawan Anggi Aprillia Mandasari ardi, radut Ardiansyah, Surya lham Arviandi, Rachmansyah Bagas Axel Regina Bagas pramana, Dimas Bayu Betty Yuliana Bintang, Audito D. Prasetyo, Yudi Dana, Ari Widia Darmawan, Moch Andre Darurrizqi, Muhammad Deka Maheswara Delvira Hasna Kharima Deva Yudha Pradana Devi Novianti, Rissa Andriana Devi Novianti Dhio Rahmadiansyah Dicky Dwi Firmansyah Dika Ayu Safitri Ditya, Hagai Yodika Pratama Eka Dhamayanti Eriansyah, Ferdho Ervitasari, Siska Yovina Fadel Ibrahim fadhel muhammad, reza Fahmi, Muhammad Harisul Fahrur Rozi Fanany, Mohammad Iqblal Fatmawati, Laily Endah Fauzi, Aditio Achmad Fikri, Dzaki Arif Firmansyah , Mochammad Firmansyah, Mochamad Fitra, Gebby Ramdhan Rizky Fitriyati, Elfin Nur Frediansyah, Maulana Liandika Galih Sukmo Utomo Gavrela, Iqbal Hayes Gede Sarya, Gede Gondoarum, Siti Sekar Haliza, Nadya Nur Hanie Teki Tjendani Hariani Hariani, Hariani Hariza, Sakhwal Herry Widhiarto Hery Murnawan Hery Murnawan, Hery Idris Albawavi Ika Wahyuning Ratri Imam Kharisma Hidayatullah Isfak Ibnu Ahmad Ismoyo, Alif Setyo Khoiruddin Khoiruddin Kusmaryati Kusmaryati Laily Endah Fatmawati laily endah fatmawati Lesmana, Yudha Linda Winiasri M. Choirudin Afandi M. Nilam Wildan Kafi Mahdavikia Pahlevi Ahmad Mawariz, Putri Suci Mawariza, Putri Mestuni, Welsi Buy Miftakul Huda Mochamad Aldinata Sholeh Mochamad Firmansyah Moh. Rifki Alamsyah Mohammad Iqbal Mohammad Rafii Tiara Manggala Mufidah Rahmawati Muhammad Isradi Muhammad Zahirul Alim Muttaqin, Alfian Febriansyah Nuril Fikri Oetomo, Wateno Pradana, Mochamad Aldinata Pramanda, Firzi Abi Pramu, Yusuf Fredrik Prasetyo, Yudi D Prasetyo, Yudi D. Prasetyo, Yudi Dwi Pratama, Andra Satria Punarta, I Gede Agus Putra, Letfrizal Rana Putra, Yudhistira Ananto Putranto, Vyonita Putri Suci Mawariza Putu Eka Dewi Karunia Wati Raihan Bryne Firdaus Al Machrus Rajab, Moch Syahrul Ramadhan, Dennys Rafi Ratri, Ika Wahyuning Rayono, Dino Reva Ayundasari Ayundasari Rivanda, Yoga Vernandika Rizkiardi, Aditiya Rizkiardi, Aditya Rizky Aditya Rizky Ilham Ramadhan Prayogi Rochman, Ahmad Ainur Rohmania, Novi Romadhon, Adam Sadewa, Ferderiko Khova Sani, Naufal Yafi Satria Pradana Satria Pratama, Asrul Saves, Faradlillah Sekar Gondoarum, Siti Setyo Hariyadi Shafiul Oktavian Siska Yovina Ervitasari Siska Yovina Ervitasari Siti Sekar Gondoarum supriadi supriadi Supriadi Supriadi Syafi, Ilham Maulana Syahrizal Abdullah Razak Syaiful Fajar Tanarubun, Nanda Thirafi Ramadhan Wardana Trimurtiningrum, Retno Trio Dimas Pebrianto Ukhti Sukma Azhari Utami, Gati Sri Vicky Kheir Riva Vyonita Putranto Wahyu Agung Prihartanto Wahyu Dimas Nur Mahendra Wateno Oetomo Wateno Oetomo Wildan Ali Syahbana Yoga Vernandika Rivanda yudhana, Galuh Catur Yudi D. Prasetyo Yudi D. Prasetyo Yudi D. Prasetyo Yudi Dwi Prasetyo Zeinvonda Ihza Yudho Bramantio