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Hartatik, Nurani
Universitas 17 Agustus 1945 Surabaya
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PERENCANAAN PERKERASAN KAKU JALAN LINGKAR TUBAN PROVINSI JAWA TIMUR Mohammad Rafii Tiara Manggala; Laily Endah Fatmawati; Nurani Hartatik; Yudi D. Prasetyo; Siska Yovina Ervitasari
Jurnal Kacapuri : Jurnal keilmuan Teknik Sipil Vol 5, No 1 (2022): JURNAL KACAPURI : JURNAL KEILMUAN TEKNIK SIPIL (Edisi Juni 2022)
Publisher : Universitas Islam Kalimantan Muhammad Arsyad Al-Banjari Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31602/jk.v5i1.7400

Abstract

Jalan Lingkar Tuban merupakan sarana penghubung alternatif untuk kendaraan truk dengan tujuan Provinsi Jawa Tengah atau sebaliknya tanpa melewati jalan utama tanpa melalui wilayah perkotaan Kabupaten Tuban. Truk dengan muatan lebih atau sering disebut dengan truk over dimensi over load banyak melintas pada ruas jalan tersebut, seringa perencanaan menggunakan rigid pavement sangat perlu agar pemeliharaan jalannya dapat lebih diminimalisir. Tujuan penelitian ini dilakukan agar mendapatkan besarnya tebal perkerasan kaku yang telah direncanakan mengacu pada Manual Desain Perkerasan Jalan 2017 penyesuaian ke 9. Umur yang direncanakan pada ruas jalan raya lingkar tuban adalah 40 Tahun dengan nilai CBR tanah efektif 35%, didapatkan nilai Tebal Pelat Beton 310 mm dan  pondasi    bawah  dengan  campuran  beton  kurus  (CBK)  sebesar  125  mm dengan tulangan anyaman berdiameter ø10-250mm, batang pengikat (tie-bar) ø16-750mm panjang batang pengikat 700 mm, dan ruji (dowel) ø36-300mm panjang ruji (dowel) 450 mm. Kata kunci:, Jalan lingkar Tuban, MDPJ 2017, perencanaan perkerasan kaku
Development Priority of Tanjung Tembaga Port with AHP (Analytical Herarchy Process) Method Idris Albawavi; Hanie Teki Tjendani; Nurani Hartatik; Wahyu Agung Prihartanto; Deka Maheswara
Jurnal Teknik Sipil Unaya Vol 8, No 2 (2022): Juli 2022
Publisher : Center for Research and Community Service (LPPM) University of Abulyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30601/jtsu.v8i2.3091

Abstract

The world of transportation’s development from time to time also demands development of its facilities and infrastructure, one of them is sea transportation. The port is a supporting facility for sea transportation that continues to develop to adapt to the demands of the times. The purpose of this research is to analyze the development potential of the Tanjung Tembaga Port which is then determined by the priority ranking of the options that have been obtained. This research using the AHP (Analytical Hierarchy Process) method in the form of a questionnaire addressed to the officials of PT. Pelabuhan Indonesia III Probolinggo. The results showed that the construction of a jetty was the most important thing to be realized immediately by obtaining a value of 29%, followed by the construction of a passenger terminal with a value of 22%, the application of the Greenport or Eco-port concept with a value of 19.5%, additional warehouse units with a value of 15.1%, construction of stacking yards with a value of 8.2%, and procurement of loading and unloading equipment with a value of 6.2%.
PERENCANAAN TURN PAD AREA DENGAN FLEXIBLE PAVEMENT DI BANDAR UDARA SOA BAJAWA Betty Yuliana; Fahrur Rozi; Nurani Hartatik
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Abstract

Bandar Udara Kelas III Soa – Bajawa terletak di Kabupaten Ngada, Nusa Tenggara Timur ini memiliki diemensi runway 1600 x 30 m dengan perkerasan lentur. Kepadatan lalu lintas dengan pergerakan pesawat 6 kali sehari membuat semua fasilitas yang ada terutama fasilitas sisi udara, pesawat udara ATR 72 – 600 merupakan pesawat terkritis yang beroperasi di Bandar Udara Soa – Bajawa. Belum tersedianya Turn Pad Area di ujung runway 29 dapat mempersulit pilot saat maneuvering. Sehingga diperlukan adanya perencanaan pembuatan Turn Pad Area di ujung runway 29. Hasil perencanaan luas Turn Pad Area yaitu 388,62 m2 dengan ketebalan lapisan yang dihitung dengan FAA manual yaitu 50,8 cm dan PCN sebesar 19,9 yang dihitung menggunakan software COMFAA.
ANALISIS TINGKAT KERUSAKAN PERKERASAN FLEXIBLE PADA APRON DENGAN METODE PCI DI BANDAR UDARA RAHADI OESMAN KETAPANG Delvira Hasna Kharima; Nurani Hartatik; Linda Winiasri
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Abstract

Bandar Udara Rahadi Oesman (kode IATA: KTG, kode ICAO: WIOK) adalah Bandar Udara Kelas II yang dikelola oleh Direktorat Jenderal Perhubungan Udara dan menjadi UPBU tersibuk di Kalimantan Barat. Tingginya keperluan akan angkutan pesawat mengakibatkan kualitas perkerasan berkurang. Hasil survei awal lapangan terdapat kerusakan pada area apron. Hal tersebut akan sangat berpengaruh pada kenyamanan dan keamanan operasi penerbangan. Dalam menganalisis kerusakan pada perkerasan apron, penulis menggunakan metode Pavement Condition Index (PCI) dengan berpedoman pada KP 94 Tahun 2015 Tentang Pemeliharaan Konstruksi Perkerasan Bandar Udara. Hasil dari analisa tersebut digunakan untuk menentukan metode perbaikan. Berdasarkan hasil analisis kondisi perkerasan menggunakan PCI, didapatkan bahwa nilai PCI rata-rata sebesar 74,8. Jenis kerusakan yang ada yaitu penurunan setempat, penurunan pada jalur roda, lepas terurai, serta kontaminasi minyak dan oli. Metode perbaikan yang dilakukan adalah patching.
PERBAIKAN SALURAN DRAINASE RUNWAY STRIP DI BANDAR UDARA SULTAN MUHAMMAD SALAHUDDIN BIMA Wildan Ali Syahbana; Nurani Hartatik; Setyo Hariyadi Suranto Putro
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Abstract

Bandar Udara Sultan Muhammad Salahuddin Bima secara Administratif terletak pada wilayah Kecamatan Belo Kabupaten Bima Nusa Tenggara Barat. Permasalahan utama pada Bandar Udara Sultan Muhammad Salahuddin Bima adalah rusaknya dinding saluran sisi runway yang disebabkan oleh tidak stabilnya kondisi tanah dan mengakibatkan longsor. Dengan terjadinya longsor mengakibatkan sedimentasi pada salruran sehingga terjadi perdangkalan saluran. Akibat terjadinya perdangkalan tersebut air tidak mengalir secara lancar dan apabila tidak ada tindakan lanjut dapat terjadi luapan yang akan mengganggu pergerakan pesawat saat beroperasi. Perencanaan perbaikan drainase menggunakan saluran tertutup di Bandar Udara Sultan Muhammad Salahuddin Bima dimulai dengan pengumpulan data yang dibutuhkan seperti data curah hujan. Dari data tersebut dilakukan perhitungan curah hujan maksimum untuk 10 tahun kedepan dengan metode Log Pearson III dan Intensitas curah hujan. Selanjutnya menghitung debit limpasa maksimum untuk 10 tahun kedepan. Setelah itu menghitung dimensi yang diperlukan dengan menggunakan trial and error. Berdasarkan data curah hujan dan menggunakan metode Monobe diperoleh dimensi salauran dengan lebar 1,2 meter dan tinggi 1,2 meter. Perbaikan saluran yg semula mengguanakan saluran terbuka menjadi saluran tertutup menggunakan beton precast. Perbaikan saluaran ini untuk mendukung keselamatan penerbangan tertutama di area runway.
PERANCANGAN PAVED SHOULDER PADA RUNWAY BANDAR UDARA INTERNASIONAL JUWATA TARAKAN Muhammad Zahirul Alim; Nurani Hartatik; Setyo Hariyadi Suranto Putro
Prosiding SNITP (Seminar Nasional Inovasi Teknologi Penerbangan)
Publisher : Politeknik Penerbangan Surabaya

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Abstract

Shoulder runway Bandar Udara Juwata tidak berupa lapisan perkerasan sehingga memungkinkan benda asing atau Foreign Object Debris (FOD) seperti rumput, kerikil, maupun hewan yang berada pada runway strip dapat menyebabkan hazard bagi pesawat udara yang menggunakan turbin. Perencanaan dimulai dengan mengolah data - data antara lain lalu lintas angkutan udara, data CBR tanah dan AIP bandara Juwata Tarakan. Kemudian dilakukan perhitungan tebal perkerasan berdasarkan pesawat terbesar yang beroperasi dengan menggunakan perhitungan grafik manual dari FAA. Dilanjutkan dengan perhitungan menggunakan software FAARFIELD 2.0.7. Selanjutnya menentukan dimensi paved shoulder runway berdasarkan regulasi KP 326 Tahun 2019. Berdasarkan pembahasan didapatkan dimensi untuk paved shoulder runway pada Bandar Udara Internasional Juwata Tarakan sebesar 7,5 m pada tiap sisinya sehingga total lebar runway didapatkan sebesar 60 m. Dari hasil perhitungan menggunakan metode grafik didapatkan tebal total perkerasan 51,5 cm dengan PCN 66 F/C/X/T dan dari FAARFIELD ditemukan tebal total 54,5 cm dengan PCN 86 F/C/X/T. yang mana untuk keperluan publikasi data bandara diterbitkanlah nilai PCN berdasarkan hasil perhitungan melalui metode grafik dari FAA.
ANALISIS TINGKAT KEPUASAN PELAYANAN PENUMPANG PELABUHAN KAMAL JAWA TIMUR Kusmaryati Kusmaryati; Nurani Hartatik
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.49

Abstract

Kamal-Madura Port is an ASDP (River, Lake and Ferry Transport) ferry port in Bangkalan-Madura Regency, the operation of the Suramadu Bridge has an impact on the performance of the Kamal-Madura Port, one of which is a decrease in the vitality of the area such as damaged road conditions, several canteens that have not been operating for a long time. With the decrease in ferry activities at the Kamal-Madura Port, there has also been a decrease in the activities of traders, small industries and public transportation. As a company that offers transportation services, Kamal-Madura Port must have good service quality so that it can continue to grow, by measuring the level of satisfaction or passenger perceptions of service quality it is very useful for port managers or administrators to find out which components need to be improved and quality improved. Researchers use the IPA method (Importance Perfomance Analysis), This method serves to measure the level of service quality in a company and which priorities must be maintained so that the company's performance is in line with consumer expectations. The results of this studyThe results of the study show that the mean value of respondents' satisfaction answers is 51.52% which can be concluded that the level of passenger satisfaction at Kamal-Madura Port is average, namely between satisfied and dissatisfied with port facility services because the percentage is <60%.  
PEMANFAATAN LIMBAH BATU KAPUR BUKIT SEKAPUK GRESIK SEBAGAI FILLER CAMPURAN AC-BC Mufidah Rahmawati; Nurani Hartatik; Aditya Rizkiardi; Yudi D. Prasetyo
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.56

Abstract

One of the factors that cause easily damaged and potholed road conditions is commonly known as Over Dimension and Over Load (ODOL), and is also one of the causes of the decline in road condition or quality. With the availability of many limestones in Indonesia, it encourages researchers to conduct research on limestone as a filler in the AC-BC mixture using the Marshall test method. The purpose of utilizing limestone filler is how to overcome the limitations of construction materials. Testing Analysis of limestone filler filters obtained a value of 84.06%. Specific gravity testing obtained a value of 2.611. Judging from the flow value at asphalt content of 4.5%, 5.1%, 5.6%, 6.1%, and 6.6% with values of 3.80 mm, 3.97 mm, 3.60 mm, 4.03 mm, and 4.07 mm. Judging from the stability value at asphalt content of 4.5%, 5.1%, 5.6%, 6.1%, and 6.6% with values of 968.6 kg, 1144.6 kg, 1010.9 kg, 1027.6 kg and 991.2 kg. The results showed that the use of Gresik limestone as a substitute for filler in the AC-BC mixture met the specifications that had been set so that it could be used as an alternative filler substitute for highway pavement materials
ANALISIS TINGKAT KEPUASAN PELAYANAN PENUMPANG PELABUHAN KAMAL JAWA TIMUR Kusmaryati Kusmaryati; Nurani Hartatik
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.59

Abstract

Kamal-Madura Port is an ASDP (River, Lake and Ferry Transport) ferry port in Bangkalan-Madura Regency, the operation of the Suramadu Bridge has an impact on the performance of the Kamal-Madura Port, one of which is a decrease in the vitality of the area such as damaged road conditions, several canteens that have not been operating for a long time. With the decrease in ferry activities at the Kamal-Madura Port, there has also been a decrease in the activities of traders, small industries and public transportation. As a company that offers transportation services, Kamal-Madura Port must have good service quality so that it can continue to grow, by measuring the level of satisfaction or passenger perceptions of service quality it is very useful for port managers or administrators to find out which components need to be improved and quality improved. Researchers use the IPA method (Importance Perfomance Analysis), This method serves to measure the level of service quality in a company and which priorities must be maintained so that the company's performance is in line with consumer expectations. The results of this studyThe results of the study show that the mean value of respondents' satisfaction answers is 51.52% which can be concluded that the level of passenger satisfaction at Kamal-Madura Port is average, namely between satisfied and dissatisfied with port facility services because the percentage is <60%.
ANALISIS KARAKTERISTIK DAN KEBUTUHAN PARKIR DI PASAR PABEAN SEDATI Fadel Ibrahim; Nurani Hartatik
Jurnal Taguchi : Jurnal Ilmiah Teknik dan Manajemen Industri Vol. 3 No. 1 (2023): Jurnal Taguchi : Jurnal Ilmiah Keilmuan Teknik dan Manajemen Industri
Publisher : LPPM Universitas Bina Bangsa

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46306/tgc.v3i1.71

Abstract

Parking is an important component in the needs of the transportation system so the need for parking spaces must be known before planning the construction of for example traditional markets. The market is one of the economic sectors that is a place to interact between sellers and buyers, one of which is the Sedati Customs Market. Parking spaces at the Sedati Customs market cannot accommodate vehicles during peak hours due to lack of parking space. This study aims to analyze parking characteristics, parking capacity, and parking space needs in the Sedati Customs market. Based on the results of research conducted from Monday, May 1, 2023 to Sunday, May 7, 2023, it was found that the maximum accumulation occurred on Saturday, May 6, 2023 at peak hours, namely 07.00 – 08.00 of 35 vehicles. The vehicle volume on the peak day, Saturday, May 6, 2023, reached 327 vehicles. The percentage of parking index from Monday, May 1, 2023 to Sunday, May 7, 2023 has exceeded 100%, indicating that parking capacity is not enough to accommodate incoming vehicles. The parking capacity owned by the Sedati Customs market is only 20 SRP while the required capacity is based on a maximum accumulation of 35 vehicles. Parking needs at the Sedati Customs market found that parking spaces require 15 more SRP in order to accommodate vehicles during peak hours
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