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Hartatik, Nurani
Universitas 17 Agustus 1945 Surabaya
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Pavement Performance Evaluation Using the Provincial and Kabupaten Road Management System (PKRMS) Method on the Parengan–Lakardowo Road Section, Mojokerto Regency Miftakul Huda; Nurani Hartatik
Jurnal Ilmiah Teknik Vol. 5 No. 2 (2026): Mei: Jurnal Ilmiah Teknik
Publisher : Asosiasi Dosen Muda Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.56127/juit.v5i2.2719

Abstract

Road infrastructure plays a vital role in supporting socio-economic mobility, yet its performance often decreases due to overloaded traffic, inadequate drainage, and limited maintenance. The Parengan–Lakardowo Road Section in Mojokerto Regency, with a total length of 5.182 km, currently experiences significant pavement deterioration that affects driving comfort and road safety. Objective: This study aims to evaluate the pavement performance of the Parengan–Lakardowo Road Section using the Provincial and Kabupaten Road Management System (PKRMS) to determine road conditions and formulate appropriate maintenance recommendations. Method: This research employed a quantitative descriptive method. Primary data were collected through field surveys, visual pavement condition assessment, damage measurement, and road inventory recording. The collected data were processed and analyzed using the PKRMS method to classify road conditions and identify maintenance priorities. Findings: The results show that the road condition varies across segments. Good condition was identified at STA 0+000–0+200, STA 0+600–1+000, STA 1+600–2+000, and STA 4+400–5+182. Lightly damaged condition was found at STA 0+200–0+600, while severely damaged condition dominated STA 1+000–1+600 and STA 2+000–4+400. The dominant pavement distresses include potholes, longitudinal cracking, alligator cracking, ravelling, and rutting. Implications:  The findings indicate that severely damaged segments require structural treatment through pavement reconstruction, supported by drainage system improvement to prevent recurring deterioration and maintain pavement service life. The study also demonstrates the importance of integrated road condition evaluation for supporting sustainable road maintenance planning. Originality/Value: The originality of this study lies in the application of PKRMS for integrated pavement condition evaluation, stripmap-based condition mapping, and data-driven maintenance prioritization on a district road section in Mojokerto Regency.
Perbaikan ALTERNATIF LONGSORAN DENGAN METODE PRELOADING DI JALAN LINGKAR TUBAN Reva Ayundasari Ayundasari; Laily Endah Fatmawati; Nurani Hartatik; Herry Widhiarto; Yudi D. Prasetyo; Siska Yovina Ervitasari
Racic : Rab Construction Research Vol. 7 No. 1 (2022): RACIC (RAB CONSTRUCTION RESEARCH)
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v7i1.2514

Abstract

The construction of the Tuban Ring Road Project or the so-called Ring Road/Tuban Ring Road is included in the Semanding District, located in Tuban Regency. This area is a potential road access because the road is the main access connecting the city of Tuban and the city of Lamongan. In field conditions at STA 9+050 to STA 9+075, there is land subsidence due to the additional load on the original soil. A soil improvement is needed to overcome the problem of subsidence in these conditions. Based on the conditions described, the Prefabricated Vertical Drain (PVD) method can be used as an alternative to soil improvement on the Tuban Ring Road. So the embankment height is 1.50 m. The length of time for land subsidence without using PVD is 197.311 years. Then after using PVD, the distance and depth of PVD installation is obtained, namely a triangular pattern with an installation distance of 1 m, it takes 12.5 weeks.
ANALISIS KONDISI KERUSAKAN JALAN PADA PERMUKAAN PERKERASAN LENTUR MENGGUNAKAN METODE PCI SERTA ALTERNATIF PENANGANANNYA (Studi Kasus : Jl. Raya Papar Kertosono, Kab Kediri STA 0+000 – 3+000) Shafiul Oktavian; Laily Endah Fatmawati; Nurani Hartatik
Racic : Rab Construction Research Vol. 8 No. 1 (2023): JUNI
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v8i1.3170

Abstract

Roads include land transportation facilities that are widely used for Indonesians in traveling near or far. The growth of globalization can also have an influence on the level of mobility which has an impact on vehicle users and continues to increase. This causes the volume load of vehicles to exceed the limits of the designed road class, so that the quality and age of the pavement will continue to decrease. This research was conducted to analyze the condition of road pavement damage to damage to the Jl. Raya Papar – Jl. Raya Minggir with a length of 3 km. The method used for this research is PCI (Pavement Condition Index) with the aim of finding values ​​based on the type, level and extent of damage to the method used and the selection of alternative treatments as a reference and road maintenance effort. The results of the research on the Jl. Raya Papar – Jl. Raya Minggiran STA 0+000 – 3+000 based on the PCI method obtains a total value of 47.6% Moderate (Fair) with the highest PCI value percentage of road conditions being 55% in Moderate road conditions (Fair), 25% in Bad road conditions (Poor), 8.3% on Good (Good) and Very Good (Very Good) road conditions, 3.4% on Very Bad (Very Poor) road conditions with alternative handling is periodic maintenance updates. Keywords : Road Damage, Road Conditions, PCI
Analisis ANALISIS KARAKTERISTIK CAMPURAN AC-WC MENGGUNAKAN ASPAL POLIMER DENGAN PENAMBAHAN WETFIX BXE SEBAGAI ANTI STRIPPING AGENT Mochamad Aldinata Sholeh; Nurani Hartatik
Racic : Rab Construction Research Vol. 9 No. 1 (2024): JUNI
Publisher : LPPM Universitas Abdurrab

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36341/racic.v9i1.4167

Abstract

Penelitian ini diteliti oleh penulis untuk mengetahui karakteristik campuran AC-WC menggunakan aspal polimer dengan penambahan wetfix bxe sebagai anti stripping agent. Dari hasil pengujian marshall test dengan kadar aspal polimer optimum tanpa zat aditif wetfix muncul nilai nilai karakteristik dari pengujian marshall test tersebut seperti di kadar aspal polimer optimum 5,5% dengan waktu perendaman 30 mnt : VIM = 4,67%, VMA = 15,15%, VFA = 69,18, Stabilitas = 1366 kg, Flow = 3,65 mm, Rasio passing #200 aspal efektif = 0,798 %. Sedangkan di kadar aspal polimer optimum 5,5% dengan waktu perendaman 24 jam : VIM = 4,52%, VMA = 15,02%, VFA = 69,91%, Stabilitas = 1244 kg, Flow = 4,15 mm, Rasio passing #200 aspal efektif = 0,798%. Untuk Stabilitas sisanya senilai 91,06%. telah memenuhi syarat Spesifikasi Umum Bina Marga 2020 (Revisi 2).
Analisa Kinerja Simpang 4 Tak Bersinyal Jl. Tambak Mayor Utara-Jl. Dupak Rukun-Jl. Asem Mulya Surabaya Mohammad Iqbal; Nurani Hartatik; Laily Endah Fatmawati
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 9 No. 3 (2026): July
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v9i3.58485

Abstract

Roads are transportation insfrastructure that include all parts of the roads, including complementary buildings and equipment intended for traffic. Surabayais located and serves as the capital of East Java Province, With a  Population reaching 3,043 milion people’s in 2025 based on data from the Surabaya City Population and Civil Registration Office. Based on this topic, it is necessary to conduct a re-evaluation be analyzing the performance of an unsignalized four-way intersection using PKJI 2023. The research location  in on Dupak Rukun Street Surabaya, Focusing on intersection performance, using the manual traffic recording survey method. After observation and data analysis, it was found that the degree of saturation (DS) in the initial calculation was 0,8566, which falls into the congested category and causes traffic jams. Then, several adjustment were made by increasing the width oh the minor approach lanes from 6 to 7 meters and the major roads form 8 to 10 and 11 meters, resulting in a DS value of 0,8133.
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