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Hartatik, Nurani
Universitas 17 Agustus 1945 Surabaya
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Analisis kinerja Jalan Sawunggaling Taman Sidoarjo Agustya, Muhammad Maulana; Hartatik, Nurani
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 4 (2024): October
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i4.38397

Abstract

The Sawunggaling Highway is classified as a secondary local road and is also a connecting road between provinces. The length of the Sawunggaling road is 2 km with a road width of ± 8 meters and has a 2 (two) Lane 2 (two) Direction (2/2 UD) road type. This research was conducted to determine the traffic volume because traffic jams often occur on Jalan Sawunggaling Taman Sidoarjo. The cause of traffic jams is the large and small number of vehicles crossing the middle of the lane causing road capacity to decrease. The traffic flow on Jalan Raya Sawunggaling is dominated by motorbikes and large trucks, as well as the irregular behavior of motorcyclists which can also reduce the optimal capacity of the road. So it is necessary to analyze traffic volume using Manual Count on this road section. This research method is quantitative using the Road Capacity Manual (MKJI, 1997). The data obtained comes from primary data, Primary data is data from traffic surveys that have been carried out in the field on Jalan Sawunggaling Taman Sidoarjo. The findings of the survey which was carried out from Monday 23 September 2024 to Sunday 29 September 2024, based on this table, the estimated volume of vehicles passing by can be understood if at 17.00 - 18.00 on Friday 27 September 2024 it can be concluded that the number of vehicles is the highest. 2225.45 Curr/hour.
ANALISIS PENGARUH HAMBATAN SAMPING PARKIR MINU PUCANG PADA RUAS JALAN JENGGALA SIDOARJO MENGGUNAKAN METODE PKJI 2014 Eriansyah, Ferdho; Oetomo, Wateno; Hartatik, Nurani
Jurnal Review Pendidikan dan Pengajaran Vol. 7 No. 3 (2024): Volume 7 No 3 Tahun 2024
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jrpp.v7i3.30821

Abstract

Kemacetan merupakan salah satu masalah yang terjadi di Sidoarjo, terjadinya kemacetan dikarenakan penumpukan volume kendaraan yang tidak sebanding dengan kapasitas ruas jalan tersebut, yaitu adanya adanya penumpukan kendaraan yang menyebabkan tersendatnya suatu arus lalu lintas pada suatu ruas jalan, ditambah dengan adanya parkir liar di tepi jalan mengakibatkan terjadinya penyempitan jalan sehingga kendaraan yang melewati terpaksa berjalan lambat bahkan bisa terjadinya kemacetan. Salah satu penyebab kemacetan yang terjadi di ruas Jalan Raya Jenggolo Sidoarjo ini salah satunya disebabkan oleh aktivitas Sekolah MINU Pucang yang memarkirkan kendaraannya di tepi jalan terutama pengantar/penjemput yang menggunakan kendaraan roda 4 seperti mobil pribadi. Diketahui sibuknya aktivitas di area Jalan Raya Jenggolo ini pada saat beroperasinya sekolah-sekolah dasar di area sekitar ini yaitu di setiap harinya terkecuali hari libur sekolah dasar. Untuk jam sibuk di Jalan Jenggala ini di pagi hari sekitar pukul 07-00 – 09.00 WIB, di siang hari sekitar pukul 11.00 – 13.00 WIB, serta di sore hari sekitar pukul 16.00 – 18.00 WIB. Tujuan dari analisa ini adalah mengetahui permasalahan kemacetan yang terjadi di Jalan Raya Jenggolo Sidoarjo serta mendapatkan solusi yang paling dilakukan untuk mengurangi kemacetan di Jalan Raya Jenggolo Sidoarjo.
ANALISIS TINGKAT KELPUASAN PELLAYANAN BLUS TRANS JATIM KORIDOR II TELRMINAL KELRTAJAYA MOJOKELRTO – TELRMINAL PURABLAYA SIDOARJO Fanany, Mohammad Iqblal; Hartatik, Nurani
Jurnal Review Pendidikan dan Pengajaran Vol. 7 No. 4 (2024): Special Issue Vol. 7 No. 4 Tahun 2024
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jrpp.v7i4.38570

Abstract

Transportasi massal merupakan salah satu alternatif yang bisa digunakan untuk mengurangi tingkat kepadatan kendaraan di dua kota tersebut. Bentuk pelayanan publik yang sangat dibutukan oleh masyarakat diantaranya adalah pelayanan publik di bidang jasa, seperti halnya jasa transportasi publik. Bus Trans Jatim Koridor II belakangan ini masyarakat mulai komplain terkait dengan pelayanan Bus Trans Jatim, beberapa masyarakat komplain karena penempatan halte yang hanya ada di beberapa titik kota, waktu operasional lama, kurangnya kenyamanan, kurangnya armada bus dan rute perjalanan lalu kebersihan pada halte. Penelitian ini menggunakan merode IPA (Importance Performance Analysis) yaitu teknik yang mudah digunakan untuk mengidentifikasi atribut – atribut produk atau layanan yang paling penting dalam pengembangan yang memungkinkan tanpa mengorbankan kualitas secara keseluruhan dan signifikan. Hasil menunjukkan bukti fisik dari 9 indikator masih terdapar 2 indikator yang memiliki angka negatif, kehandalan dari 7 indikator masih terdapat 3 yang memiliki nilai negative, ketanggapan dari 7 indikator masih terdapat 4 indikator yang kurang memuaskan penumpang, empati dari 7 indikator memiliki nilai positif yang penumpang terpuaskan dengan pelayanan bus trans jatim, jaminan memiliki paling banyak indikator dan memiliki nilai paling positif.
ANALISA TINGKAT KEPUASAN PENUMPANG TERHADAP KUALITAS KINERJA PELAYANAN DI TERMINAL TAMBAK OSOWILANGUN SURABAYA Rajab, Moch Syahrul; Hartatik, Nurani; Mawariza, Putri Suci
Jurnal Review Pendidikan dan Pengajaran Vol. 7 No. 4 (2024): Special Issue Vol. 7 No. 4 Tahun 2024
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jrpp.v7i4.38938

Abstract

Transportasi jalan memainkan peran penting dalam memindahkan orang dan barang, baik untuk perjalanan jarak jauh maupun dekat. Kualitas pelayanan di terminal sangat mempengaruhi kenyamanan dan kepuasan penumpang. Di Terminal Tambak Osowilangun, terdapat tantangan seperti fasilitas yang kurang memadai, ketidakpastian jadwal, dan pelayanan petugas yang belum optimal. Penelitian ini menggunakan metode Importance-Performance Analysis (IPA) dengan kuesioner kepada 100 responden untuk mengevaluasi kinerja dan kepuasan pelayanan. Hasilnya menunjukkan kepuasan rata-rata 93%, dengan prioritas perbaikan pada penginformasian jadwal keberangkatan (4,15) dan respons petugas terhadap keluhan (4,18).
Analisis Hambatan Samping Jalan Raya Kapas Krampung Kota Surabaya Jawa Timur Arviandi, Rachmansyah Bagas; Hartatik, Nurani; Rizkiardi, Aditya
PROSIDING SENADIKA : Seminar Nasional Akademik Vol 1 No 1 (2024): PROSIDING SEMINAR NASIONAL AKADEMIK (SENADIKA) 2024
Publisher : PROSIDING SENADIKA : Seminar Nasional Akademik

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

Abstract

Jalan Raya Kapas Krampung adalah salah satu jalan di Surabaya dengan panjang 1.358 meter, termasuk dalam kategori jalan 2/2 TT, memiliki lebar lajur 3,5 meter, dan terdiri dari 2 lajur, dengan lebar kereb 1 meter. Penelitian ini bertujuan untuk memahami jumlah hambatan samping yang menyebabkan kemacetan yang terjadi di Jalan Raya Kapas Krampung Kota Surabaya. Salah satu penyebab kemacetan adalah banyaknya kegiatan antar jemput siswa serta kendaraan yang berhenti maupun kendaraan parkir di depan toko yang mengambil sebagian jalan. Oleh karena itu, perlu dilakukan analisis hambatan samping menggunakan teknik manual count pada jalan ini. Metode penelitian ini menggunakan pendekatan kuantitatif, dengan menggunakan Pedoman Kapasitas Jalan Indonesia (PKJI) 2023. Data yang diperoleh berasal dari sumber data primer, yang merupakan data hasil survei hambatan samping yang telah dilaksanakan di lapangan pada Ruas Jalan Raya Kapas Krampung Surabaya. Hasil dari analisis menunjukkan bahwa jam puncak Hambatan Samping terjadi pada hari Jumat, 13 September 2024, antara pukul 16.00 – 17.00, tingkat hambatan samping berada dalam kategori Tinggi (T), dengan frekuensi sekitar 617,1 ≈ (617) kejadian per jam.
Analisis Kerusakan Jalan Pada Ruas Jalan Raya Ring Road Mojoagung Dengan Metode Bina Marga Ditya, Hagai Yodika Pratama; Hartatik, Nurani; Mawariza, Putri Suci
PROSIDING SENADIKA : Seminar Nasional Akademik Vol 1 No 1 (2024): PROSIDING SEMINAR NASIONAL AKADEMIK (SENADIKA) 2024
Publisher : PROSIDING SENADIKA : Seminar Nasional Akademik

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

Abstract

Pembangunan infrastruktur transportasi, terutama jalan raya, mlemlegang peranan penting dalaml mlendulkulng pertulmlbulhan ekonomli dan kesejahteraan mlasyarakat. Jalan ring road MLojoagulng ylang telrleltak di kelcelmlatan MLojoagulng, Kabulpateln Jomlbang mlelrulpakan jalan nasional delngan fulngsi jalan selbagai jalan artelri primlelr. Jalan ini mlelmliliki tipel jalan 4 lajulr 2 jalulr delngan mleldian (4/2D) delngan panjang jalan ylang ditelliti 5,3 Kml dan lelbar jalan 7 mleltelr. Jalan ini mlelrulpakan jalan altelrnativel ylang mlelnghulbulngkan Kota Jomlbang dan Kota Sulrabayla, olelh karelna itul jalan ini selring dilaluli kelndaraan belrat, kelndaraan seldang, dan kelndaraan ringan. Agar dapat mlelnelgtahuli kondisi, jelnis dan julga tingkat kelrulsakan pada jalan mlaka dapat digulnakan belbelrapa mleltodel ulntulk mlelnganalisis salah satulnyla delngan mlelnggulnakan MLeltodel Bina MLarga. MLeltodel Bina MLarga adalah mleltodel belrulpa pelnilaian kondisi jalan delngan mlelngklasifikasikan jelnis-jelnis kelrulsakan jalan dan mlelngkatelgorikan apakah telrmlasulk dalaml kelrulsakan seldang hingga parah. Pada metode ini menggabungkan nilai yang didapat dari nilai visual yaitu jenis kerusakan serta survei LHR (lalu lintas harian rata-rata) yang selanjutnya didapat nilai kondisi jalan serta nilai kelas LHR. Urutan prioritas didapatkan dengan rumus sebagai berikut : UP (Urutan Prioritas) 17 – (Kelas LHR + Nilai Kondisi Jalan). Berdasarkan hasil penelitian yang telah dilakukan makan diperoleh jenis kerusakannya adalah lubang, tambalan, retak kulit buaya, dan tersungkur. Nilai presentase terbesar pada STA 66 + 300 dengan kerusakan tambalan, nilai presentase kerusakan 0,0027% dengan nilai kondisi jalan 1 tindakan yang diambil yaitu program peningkatan.
Assessment of Safety and Operational Standards of Suramadu–Bangkalan Road Using Star Rating: Road Characteristics Identification Hartatik, Nurani; Muttaqin, Alfian Febriansyah; Punarta, I Gede Agus
Civil and Sustainable Urban Engineering Volume 5 - Issue 2 - 2025
Publisher : Tecno Scientifica Publishing & Society of Tropical Science and Technology

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.53623/csue.v5i2.911

Abstract

The Suramadu National Road is a strategic corridor connecting Madura Island with the Surabaya metropolitan area, playing a crucial role in supporting public mobility and logistics distribution. The high traffic intensity and vital function of this road section require compliance with safety and roadworthiness standards. However, initial observations indicated several issues, such as malfunctioning street lighting, unauthorized U-turns, and the presence of hazardous objects on the roadside, which could potentially increase the risk of accidents. This highlighted the need for a Roadworthiness Test (ULFJ) evaluation to ensure that this road section met technical and operational requirements. This study aimed to analyze the roadworthiness level of the Suramadu–Bangkalan National Road (Sta 0+100 to Sta 3+400), a 3,392-meter section. The star rating approach, as stipulated in Minister of Public Works and Public Housing Regulation No. 4 of 2023 and Circular Letter 11/SE/Db/2024, was used. Data were obtained through field surveys at 100-meter intervals across 68 assessment segments. The assessment resulted in a Star Rating Score of 10.71, corresponding to a 3-star rating. According to PUPR Ministerial Regulation No. 4 of 2023, the road still met operational requirements and was classified as a safe road based on Circular Letter 11/SE/Db/2024. However, the 3-star rating indicated that several safety aspects only met minimum standards. Therefore, the prepared technical recommendations need to be implemented immediately to upgrade this road section to a safer category with a target rating of 4 or 5 stars.
KARAKTERISTIK MARSHALL CAMPURAN ASPAL PORUS DENGAN PEMANFAATAN LIMBAH BONGGOL JAGUNG SEBAGAI FILLER Pramanda, Firzi Abi; Hartatik, Nurani; Rizkiardi, Aditya; Prasetyo, Yudi D
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5858

Abstract

Porous asphalt is a mixture of hot asphalt with an open gradation, characterized by a high proportion of coarse aggregates and a low proportion of fine aggregates, creating large air voids of around 18% - 25% in the mixture structure. These air voids are designed to allow water flow during rain, thus reducing the occurrence of surface water pooling on roads. Currently, porous asphalt is being developed as an alternative material for the construction of wearing courses. This study aims to analyze the use of corn cob waste as a filler in porous asphalt mixtures. The study tests the optimum asphalt content (OAC) in mixtures using corn cob ash filler that passes through a No. 200 sieve (0.075 mm) by 1%, with variations of asphalt content at 4%, 4.5%, 5%, 5.5%, and 6%. The determination of optimum asphalt content follows the guidelines set by the Bina Marga Specifications (Revision 2, 2018) and the Australian Asphalt Pavement Association (AAPA 2004), using three main parameters: Marshall, Cantabro Loss (CL), and Asphalt Flow Down (AFD). The results showed that the values of the three main parameters, namely Void in Mixture (VIM) at asphalt contents of 4% - 4.5% (20.81% and 18.25%), met the required range of 18% - 25%, Cantabro Loss (CL) at asphalt contents of 4.5% - 6% (29.10%, 23.61%, 18.69%, 14.29%) met the requirement of ? 35%, and Asphalt Flow Down (AFD) at 4% - 4.5% (0.15% and 0.25%) met the requirement of ? 0.3. The optimum asphalt content (OAC) in this study was found to be 4%.
PENGARUH PEMANFAATAN LIMBAH SANDAL JEPIT TERHADAP PARAMETER MARSHALL PADA CAMPURAN ASPAL PORUS Darurrizqi, Muhammad; Hartatik, Nurani; Prasetyo, Yudi D.
Jurnal Teknik Sipil dan Arsitektur Vol 31 No 1 (2026): 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.v31i1.5859

Abstract

The rapidly growing industrial sector in Indonesia, ranging from home-based industries to large-scale enterprises, has the potential to generate inorganic waste containing hazardous chemicals that are difficult to decompose and may have adverse impacts on the environment. This study specifically examines waste produced from the slipper manufacturing process by a home-based industry located at Jl. Wadungasri No. 43, Waru, Sidoarjo, as an additive material in porous asphalt mixtures. Porous asphalt is a modern technology within the category of flexible pavement designed to address water puddling issues on road surfaces, owing to its physical structure that contains voids allowing water to pass through. The research methodology employed in this study follows the approach proposed by the Australian Asphalt Pavement Association (AAPA, 2004), in which the Optimum Asphalt Content (OAC) obtained was 4.72%. The testing conducted using an OAC of 4.72% involved substituting waste material into the total mixture with variations of slipper waste content at 0%, 1.5%, 3%, and 4.5%. In accordance with the porous asphalt parameters specified by the Australian Asphalt Pavement Association (2004), at an Optimum Asphalt Content (OAC) of 4.72% and with a recycled flip-flop waste variation of 1.5%, the average Cantabro Loss (CL) obtained was 28.34%, the average Air Flow Density (AFD) was 0.19%, the average Marshall Stiffness (MQ) was 614.1 kg/mm, the average stability was 1217.7 kg, and the average Voids in Mix (VIM) was 20.5%. At an OAC of 4.72% and a waste variation of 3%, the average CL obtained was 33.44%, the average AFD was 0.13%, the average MQ was 621.3 kg/mm, the average stability was 896.2 kg, and the average VIM was 21.5%. At an OAC of 4.72% and a waste variation of 4.5%, the average CL obtained was 36.76%, the average AFD was 0.07%, the average MQ was 529.4 kg/mm, the average stability was 554.6 kg, and the average VIM was 24.9%. Keyword: AAPA 2004, Open Graded, Flip Flops Waste, Marshall Test.
Evaluasi Kinerja Lalu Lintas pada Simpang Bersinyal Marvel Menggunakan Metode MKJI 1997 dan Simulasi VISSIM Hariza, Sakhwal; Hartatik, Nurani
Jurnal Sains dan Teknologi (JSIT) Vol. 5 No. 3 (2025): September-Desember
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v5i3.3782

Abstract

The traffic performance evaluation at Marvel Intersection in Surabaya was conducted using two main approaches: the Indonesian Highway Capacity Manual (MKJI) 1997 and micro-simulation with PTV VISSIM software. This study aims to analyze the intersection’s performance based on parameters such as degree of saturation (DS), average delay, queue length, and level of service (LOS). Primary data were collected through traffic volume surveys and geometric observations, while secondary data were obtained from relevant agencies. The results indicate that the Marvel Intersection experiences significant congestion during peak hours, with LOS approaching category F. Model validation was performed by comparing VISSIM simulation results with MKJI 1997 calculations to ensure accuracy. The validation process showed acceptable error levels, confirming the reliability of both methods. Based on the findings, improvement proposals such as signal cycle time optimization and re-evaluation of traffic flow distribution are suggested to enhance intersection performance. This research also emphasizes the importance of integrating manual and simulation-based approaches in urban traffic performance analysis. The use of both methods provides a comprehensive.
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