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Hartatik, Nurani
Universitas 17 Agustus 1945 Surabaya
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Analisis Simpang Tiga Bersinyal Ruas Jalan Raya Kletek, Kecamatan Taman, Kabupaten Sidoarjo, Menggunakan Metode MKJI 1997 Ramadhan, Dennys Rafi; Hartatik, Nurani; Safitri, Dika Ayu
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 4 (2025): October
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i4.51273

Abstract

The increase in the number of vehicles due to population growth, if not accompanied by improvements in road capacity, can lead to traffic problems, particularly at the signalized three-leg intersection on Jalan Raya Kletek, Sidoarjo City. This study aims to analyze the traffic volume using the Indonesian Highway Capacity Manual (MKJI, 1997) method. Data were obtained through field surveys that included traffic volume and the geometric conditions of the intersection. The analysis was conducted to determine the intersection capacity, degree of saturation, queue length, stop rate, and delay. The results show that the highest traffic volume occurred on Tuesday between 17.00–18.00 WIB, with 1,130 pcu/hour from the Mojokerto–Sidoarjo direction, 1,069 pcu/hour from the Sidoarjo–Mojokerto direction, and 454 pcu/hour from Jalan Sawunggaling. These data were used as the basis for calculating the degree of saturation according to the MKJI 1997 guidelines.
Analisis Kerusakan Jalan pada Ruas Jalan Raya Ring Road Mojoagung dengan Metode Bina Marga Ditya, Hagai Yodika Pratama; Hartatik, Nurani; Mawariz, Putri Suci
Indonesian Research Journal on Education Vol. 4 No. 4 (2024): irje 2024
Publisher : Fakultas Keguruan dan Ilmu Pendidikan, Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/irje.v4i4.1460

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.
ANALISIS VOLUME LALU LINTAS JALAN RAYA KAPAS KRAMPUNG, SURABAYA, JAWA TIMUR Arviandi, Rachmansyah Bagas; Hartatik, Nurani; rizkiardi, aditya
Jurnal Teknik AMATA Vol. 5 No. 2 (2024)
Publisher : Politeknik Amamapare

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55334/jtam.v5i2.336

Abstract

Jalan Raya Kapas Krampung merupakan salah satu jalan di Kota Surabaya dengan panjang jalan 1.358 meter dengan tipe jalan 2/2 TT dengan lebar lajur 3,5 meter dan jumlah jalur adalah 2 lajur, dengan lebar kereb adalah 1 meter. Penelitian ini dilakukan untuk mengetahui volume lalu lintas karena sering terjadinya kemacetan di Jalan Raya Kapas Krampung Surabaya. Adapun sebab terjadinya kemacetan yaitu banyaknya aktivitas antar jemput siswa dan kendaraan yang parkir tidak pada tempatnya. Maka perlu dilakukan analisa volume lalu lintas menggunakan manual count pada ruas jalan ini. Metode penelitian ini dilakukan secara kuantitatif menggunakan Pedoman Kapasitas Jalan Indonesia (PKJI) 2023. Perolehan data berasal dari data primer, data Primer adalah data dari survei lalu lintas yang telah dilakukan di lapangan pada Ruas Jalan Raya Kapas Krampung Surabaya. Hasil analisis menunjukkan jam puncak volume arus lalu lintas terjadi pada hari Jumat 13 September 2024 pukul 16.00 – 17.00 dengan total 2198,9 skr/jam.
KINERJA OPERASIONAL KERETA API COMMUTER LINE PENATARAN Putranto, Vyonita; Oetomo, Wateno; Hartatik, Nurani
Device Vol 14 No 1 (2024): Mei
Publisher : Fakultas Teknik dan Ilmu Komputer (FASTIKOM) UNSIQ

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32699/device.v14i1.7008

Abstract

Pergerakan penduduk Surabaya-Malang dan sebaliknya menjadi pergerakan dominan, sehingga peningkatan kepadatan lalu lintas antar kedua kota yang akhirnya tidak terhindarkan. Tersedianya transportasi publik menjadi sebuah alternatif permasalahan tersebut, salah satunya adalah kereta api. Kereta Api Commuter Line Penataran merupakan kereta api lokal yang melayani pergerakan Surabaya-Blitar melalui Malang dan sebaliknya dengan titik 15 stasiun pemberhentian. Namun dalam operasional kereta api sering kali ditemukan permasalahan seperti keterlambatan, serta penumpukan penumpang di jam sibuk (peak hour). Dengan demikian, guna meningkatkan minat masyarakat dalam menggunakan transportasi publik diperlukan evaluasi terhadap kinerja operasional. Tujuan dilakukan penelitian ini adalah untuk mengevaluasi kinerja operasional Kereta Api Commuter Line Penataran. Penelitian ini menggunakan analisis kinerja operasional yang meliputi analisis faktor muat (load factor), waktu tempuh (travel time), serta waktu henti. Hasil dalam penelitian ini menunjukkan bahwa rata-rata faktor muat tertinggi yaitu 73,98%, kemudian untuk waktu tempuh tercepat pada NOKA 431 yaitu 3,81% dari waktu tempuh terjadwal, dan waktu henti tercatat antara 2-17 menit.
IDENTIFIKASI JENIS KERUSAKAN PADA PERMUKAAN JALAN STUDI KASUS JALAN RAYA KEPADANGAN TULANGAN SIDOARJO Rivanda, Yoga Vernandika; Hartatik, Nurani
Device Vol 14 No 1 (2024): Mei
Publisher : Fakultas Teknik dan Ilmu Komputer (FASTIKOM) UNSIQ

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32699/device.v14i1.7010

Abstract

Jalan yakni hal penting dalam proses pendistribusian barang di sektor industri. Jalan yang baik akan mampu mempercepat proses tersebut dari tempat satu ke tempat yang lain. Study kasus Jalan Raya Kepadangan terletak di kecamatan Tulangan, Kabupaten Sidoarjo. jalan ini penghubung antar kecamatan Tulangan dengan Kecamatan Krembung. Sekaligus alternatif jalan penghubung antara Kabupaten Sidoarjo dengan Kabupaten Mojokerto. Jalan ini memiliki panjang 3 km dan lebar 4,5 m. Metode yang digunakan dalam penelitian adalah observasi atau survei secara langsung. Penelitian ini bertujuan untuk mengetahui jenis kerusakan yang terjadi pada Jl. Raya Kepadangan Tulangan Sidoarjo. Hasil penelitian ini di Jl. Raya Kepadangan Tulangan Sidoarjo dari STA 0+000 – 3+000 menggunakan metode Pavement Condition Index ditemukan beberapa jenis kerusakan yakni retak kulit total kerusakan 333,99 m² (19,83%), kegemukan total kerusakan 12,69 m² (0,75%), retak blok total kerusakan 575,88 m² (34,19%), amblas total kerusakan 9,90 m² (0,59%), retak pingir 285,59 m² (16,95%), lubang total kerusakan 16,56 m² (0,98%), alur total kerusakan 3,15 m² (0,19%) tambalan total kerusakan 310,43 m² (18,43%), bahu jalan turun total kerusakan 2,80 m² (0,17%), retak memanjang melintang total kerusakan 123,28 m² (7,32%), pelapukan butiran lepas total kerusakan 10,28 m² (0,61%).
ROAD DAMAGE EVALUATION ON RIGID PAVEMENT WITH PAVEMENT CONDITION INDEX METHOD IN KLAKAH REJO-BENOWO ROAD, SURABAYA CITY, EAST JAVA Mestuni, Welsi Buy; Hartatik, Nurani
Jurnal Teknik Sipil Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v23i4.61048

Abstract

The research objective was to analyze the level and type of damage from every kind of damage on the Klakah Rejo Benowo road by calculating the rigid pavement condition index value and providing solutions. This study took the location of the Klakah Rejo-Benowo road section, Surabaya City"”data analysis by calculating the Deduct Value, m, TDV, CDV, and PCI. The research results state it was concluded that five types of damage occurred in Jalan Klakah Rejo-Benowo, Surabaya City. The types of damage are Grooves, Patches, Alligator Cracks, Weathering and Loose Granules, and Pits. Damage caused by high rainfall conditions ( 900mm/year) Daily Traffic Volume exceeds the provisions of the Binamarga. After analysis, it shows that the road pavement is in Moderate/Fair condition; field analysis results and values calculated using the PCI (Pavement Index Condition) method for damaged road conditions can provide recommendations for road repairs using the Asphalt Institute MS-17 method, namely patching and resurfacing. Based on the analysis of the road condition values obtained, the solution must be patched and re-coated so that water does not quickly seep into the road layer, which causes more severe road damage.
PERFORMANCE ANALYSIS OF BANJAR SUGIHAN ROAD (STA 0+000-03+000) DIRECTION TO BENOWO, SURABAYA CITY, EAST JAVA PROVINCE USING MKJI 1997 METHOD Romadhon, Adam; Fatmawati, Laily Endah; Hartatik, Nurani
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.61092

Abstract

Transportation is important as a tool for to go everyday. The increased demand for transportation causes an increase in traffic flow and volume of vehicles which will then cause congestion. One of the traffic jams that occur in the city of Surabaya is on the Banjar Sugihan road. The purpose of this study is to review and analyze the density of traffic flow that occurs on the Banjar Sugihan road, so that it can solve congestion problems and improve services. The method in this study was carried out by conducting traffic surveys to collect primary data which was carried out for three days during rush hour (06.00-17.00) which was guided by the 2014 PKJI. This research resulted in a large volume of vehicles, large capacity roads, as well as the performance of the Banjar Sugihan highway section. From the results of the study it can be concluded that the Banjar Sugihan highway is a road that is densely packed with vehicles, the performance of the Banjar Sugihan Street section has a forced or jammed flow, low speed, volume below capacity. The queues were long and there were big obstacles.
Karakteristik Penggunaan Limbah Serbuk Kaca pada Campuran Aspal Laston (AC-BC) Terhadap Parameter Marshall Syafi, Ilham Maulana; Hartatik, Nurani; Rizkiardi, Aditya
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 2 (2024): April
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i2.28066

Abstract

The increasing volume of transportation users annually has had an unstable impact on the quality of infrastructure construction, particularly on asphalt roads. Therefore, there is a need for monitoring to effectively and efficiently address damages to asphalt roads. One method of maintenance or repair for asphalt pavement that exceeds the planned lifespan in the Asphalt Concrete Binder Course (AC-BC) layer is through the diversion of common filler materials using the Marshall method. The researcher aims to explore the substitution of common filler materials, one of which involves utilizing waste glass powder to enhance layer stability. The waste glass powder material utilized is sourced from the production remnants of CV Sari Jaya Aluminum, located in Mojokerto. The research aims to investigate the impact of waste glass powder on Marshall parameters AC-BC Laston layer. The optimal and most efficient outcome obtained from the use of waste glass powder filler influence is a filler variation level of 2.5% with a planned asphalt content of 6.0%. All the obtained Marshall characteristic parameter results have met the requirements of the General Specification of Bina Marga (revision 2) Year 2018.  
Analisis Karakteristik dan Kebutuhan Parkir di Pasar Tradisional Dukun, Kabupaten Gresik Jawa Timur Khoiruddin, Khoiruddin; Hartatik, Nurani; Mawariza, Putri
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 2 (2024): April
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i2.29656

Abstract

This research contains parking problems at the Dukun traditional market, Gresik Regency, East Java. From the results of a survey that has been carried out, the on-street parking at the Dukun Traditional Market is unable to accommodate the surge in vehicles visiting the market during peak market hours. The use of on-street parking spaces is not optimal and less regular, resulting in visitors parking their vehicles in random places and creating traffic disruptions. In this research, researchers will use the parking patrol survey method and the parking space inventory survey method to analyze the characteristics, capacity and needs of the Dukun Traditional Market. The aim of this survey is to find out how many parking lots are available in the study area and to calculate the number of parking spaces available at the research location. The research results recorded that the maximum accumulation occurred on Sunday, April 28 2024 with 93 motorbikes and 12 cars, as well as a significant spike at 06.01–07.00 WIB. The maximum motorbike parking volume occurred on Thursday, May 2 2024 with the highest motorbike volume reaching 295 vehicles, and cars reaching 31 vehicles. The longest parking duration for motorbikes is Wednesday, May 1 2024 (267 minutes), and cars are Monday, April 29 2024 (201 minutes). The maximum parking turnover rate occurs on Thursday, May 2 2024 with 4.91 Kend/day/space for motorbikes, and 1.91 Kend/day/space for cars. The maximum parking index for motorbikes and cars is 156%, exceeding 100%, respectively. The current parking space capacity is insufficient, so the Dukun Traditional Market requires additional parking space of 141 m2 for motorbikes and 138 m2 for cars. In conclusion, the current condition of parking spaces exceeds the existing parking capacity.
Karakteristik ruas jalan nasional Suramadu Kabupaten Bangkalan STA 7+400 s.d STA 11+400 yudhana, Galuh Catur; Hartatik, Nurani; Prasetyo, Yudi D.
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.v7i4.37460

Abstract

The Suramadu National Road is an important infrastructure that supports transportation access and the economy of the people of Bangkalan District and its surroundings. Road Functionality Tests are carried out to ensure that the road meets functional suitability standards that provide smoothness, safety and comfort for users. This research aims to identify the condition of functional fitness and assess the star rating score on the Suramadu National Road. Data collection was carried out based on Minister of Public Works Regulation Number 2 of 2022 concerning Procedures and Requirements for Road Functionality. The results of the analysis show that the 4 km Suramadu National Road section in Bangkalan Regency has quite good functional fitness, although there are several segments that do not meet standards, such as unofficial U-turns at several points and dead public road lighting. The condition of the road pavement was also found to be poor at several points. Overall, the Suramadu National Road received a Star Rating Score of 5.97 with a Star Rating category of 3, which shows that this road is suitable for operation in accordance with PUPR Ministerial Regulation No. 4 of 2023. According to Circular Letter Number 11/SE/Db/2024, this road is considered to meet the safety category. However, technical improvements are needed to achieve a safer road category with a Star Rating target of 4 and 5.
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