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Sri Wiwoho Mudjanarko, Sri Wiwoho
Narotama University
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ANALISIS ABILITY TO PAY DAN WILLINGNESS TO PAY PENGGUNA JASA KERETA API GUBENG – JUANDA (LOKASI KOTA SURABAYA – SIDOARJO) Anugrah, Isnain Alpin; Moetriono, Hary; Mudjanarko, Sri Wiwoho
ASTONJADRO Vol. 7 No. 2 (2018): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v7i2.2278

Abstract

Bandara Juanda adalah Bandara Internasional yang terletak kota di Sidoarjo dengan pergerakan penumpang sebanyak 17.651.183penumpang pada tahun 2016 atau naik 14% dari tahun 2015. Namun Bandara Juanda tersebut belum memiliki akses yang memadai sehingga mengakibatkan sering terjadinya kemacetan pada akses menuju bandara pada jam-jam sibuk. Untuk mengurangi terhambatnya perjalanan menuju bandara maka akan dibangun kereta api. Dalam penetapkan tarif kereta api perlu mengetahui kemampuan membayar (Ability to Pay) dan kemauan membayar (Willingness to Pay) pengguna jasa kereta api. Metode pengumpulan data dengan melakukan survey terhadap penumpang dibandara. Pengukuran kemampuan membayar (Ability To Pay /ATP) menggunakan metode household budget dan kemauan membayar (Willingness To Pay /WTP) menggunakan metode state preference. Hasil penelitian yaitu estimasi rata-rata nilaiATP sebesar Rp. 86.761,- dani rata-rata nilai WTP sebesar Rp. 24.595,- dengan 60% responden bersedia membayar lebih untuk peningkatan keselamatan. 
PEMILIHAN ALTERNATIF PENEMPATAN LOKASI JEMBATAN (Studi Kasus Jembatan Sambaliung – Gunung Tabur Kabupaten Berau) Koespiadi, Koespiadi; Wiwoho Mudjanarko, Sri; Ikhsan Setiawan, Muhamad
ASTONJADRO Vol. 8 No. 1 (2019): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v8i1.2288

Abstract

Jalan dan Jembatan merupakan salah satu infrastruktur pada sistem transportasi yang berfungsi melayani distribusi barang dan orang. Apabila mencermati angka pertumbuhan lalu lintas di Kota Tanjung Redeb yang semakin tinggi dari tahun ketahun diperkirakan kapasitas lahan tidak akan mampu lagi menerima volume lalu lintas sehingga terjadi kemacetan yang semakin parah. Untuk itu perlu dilakukan pembangunan jembatan baru, dimana lokasi jembatan ini dapat mengurangi dan memecahhkan bertumpuknya jaringan jalan pada satu zona saja. Tahap awal dari penelitian ini adalah mengumpulkan data sekunder berupa data jumlah pertambahan penduduk di kabupaten Berau, jumlah pertambahan kendaraan lalul lintas di kabupaten Berau, tata guna lahan dan rencana tata ruang dikawasan kecamatan Berau, kecamatan Sambaliung dan kecamatan Gunung Tabur, dan data jaringan jalan. Data tersebut di pergunakan untuk menentukan wilayah kajian atau daerah dampak, membangun model jaringan jalan serta menentukan langkah kerja lebih lanjut dalam rangka survai-survai lalu lintas primer. Untuk dapat mengetahui dan memahami permasalahan transportasi dan lalu lintas pada daerah penelitian, pada tahap lanjutan, akan melakukan analisis kinerja jaringan jalan. Analisis kinerja jaringan yang di lakukan terdiri atas analisis kinerja ruas jalan. Oleh karena itu dalam analisis kinerja jaringan eksisting ini, parameter yang di gunakan antara lain adalah volume kapasitas (V\C ratio). Sesuai dengan analisa yang telah dilakukan pada masing masing alternatif penempatan jembatan, didapatkan hasil sebagai berikut: kondisi eksisting derajat kejenuhan yang mengalami penurunanpaling besar yaitu pada ruas zona 5 ke zona 1; Kondisi jembatan dilokasi 1, derajat kejenuhan yang mengalami penurunan merata pada semua ruas jalan, hal ini terjadi karena adanya pergerakan lalu lintas dari semua zona lebih merata dan dari zona 5 ke zona 1 pergerakan lalu lintas sama dengan ruas jalan lain; Kondisi jembatan dilokasi 2, derajat kejenuhan yang mengalami penurunan merata pada semua ruas jalan, hal ini terjadi karena adanya pergerakan lalu lintas dari semua zona lebih merata dan dari zona 5 ke zona 1 pergerakan lalu lintas sama dengan ruas jalan lain, kondisi kemacetan masih tertumpuk pada zona 1; Kondisi jembatan dilokasi 3, derajat kejenuhan yang mengalami penurunan merata pada semua ruas jalan, hal ini terjadi karena adanya pergerakan lalu lintas dari semua zona lebih merata dan dari zona 5 ke zona 1 pergerakan lalu lintas sama dengan ruas jalan lain, terjadinya kemacetan tertumpuk pada lokasi Zona 2; Kesimpulan akhir dari alternatif penempatan lokasi jembatan, maka alternatif 1, memberikan pilihan yang terbaik.
ANALISIS ALTERNATIF PEMBIAYAAN PENYEBERANGAN ASDP UJUNG-KAMAL AKIBAT DIBANGUNNYA JEMBATAN SURABAYA-MADURA (SURAMADU) Ganda, Cicilia Fransisca; Moetriono, Hary; Mudjanarko, Sri Wiwoho
ASTONJADRO Vol. 8 No. 2 (2019): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v8i2.2801

Abstract

Indonesia merupakan negara maritim, yaitu negara yang berada dalam wilayah teritorial laut yang sangat luas. Dengan sangat luasnya wilayah Indonesia kegiatan angkutan penumpang atau barang, menjadi sangat penting untuk menghubungi antar pulau, maka dari itu membutuhkan pelabuhan. Pelabuhan Ujung-Kamal yang biasa disebut ASDP Ujung-Kamal, terletak di kota Madura. Pelabuhan ini di masa lampau sangat bermanfaat dan berkinerja baik, namun kini terdapat masalah dalam strategi pembiayaan, dikarenakan kondisi penumpang yang semakin menurun. Hal ini juga berakibat buruk pada kondisi jasa ASDP Ujung Kamal terhadap pendapatan yang semakin kecilnya keuntungan bahkan sampai menimbulkan kerugian. Sehingga metode yang digunakan adalah Metode NPV, Metode Net Present Value (NPV). Dari hasil analisis data didapatkan jumlah untuk biaya-biaya pengeluaran, anggaran pendapatan, Pemerintah memberikan sejumlah uang kepada Badan Usaha, staff, dan tenaga Jasa Penyeberangan Ujung Kamal lainnya berdasarkan sebagian biaya produksi yang telah dikeluarkan per sekali produksi (per sekali jalan) dengan mengurangi anggaran biaya total Rp 445.800.000, NPV (net present value) = Rp 8.916.097,45 dan output total Rp 445.800.000, NPV = Rp 7.302.704.180. Dari situlah dapat diketahui seberapa besar keuntungan/ kerugian yang dialami tiap bulan/ tiap tahunnya di Pelabuhan Penyeberangan tersebut.
ANALISIS KINERJA TRUK PENGANGKUT SAMPAH KOTA DI KECAMATAN BENOWO Anggryawan, Ferry; Mudjanarko, Sri Wiwoho; Wahyuni, Atik; Wasono, Sapto Budi
ASTONJADRO Vol. 9 No. 1 (2020): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v9i1.2883

Abstract

Semakin jauh rute pelayanan dan semakin banyak jumlah ritasi truk maka  semakin besar pula biaya operasional yang harus dikeluarkan. Lokasi penelitian ini di TPA Kecamatan Benowo dengan tujuan mengetahui sistem atau pola pengangkutan sampah serta biaya operasional kendaraan truk pengangkut sampah. Sistem pengangkutan sampah di Kecamatan Benowo menggunakan Hauled Container System (HCS) dan Stationary Container System (SCS).Dengan rata-rata jarak yang di tempuh per hari jenis kendaraan arm roll adalah 52 km/hari sedangkan jenis compactor 56 km/hari dan rata-rata kecepatan yang di tempuh per hari jenis kendaraan yang di tempuh perhari jenis kendaraan arm roll adalah 23 (km/jam)/hari sedangkan jenis compactor 20.5 (km/jam)/hari. Dari penelitian ini didapatkan biaya  Life Cycle Cost pengangkutan sampah /m3 menggunakan Arm roll lebih murah dengan biaya Rp. 18.394,5259/m3 sedangkan menggunakan comfactor Rp. 32.872,497737.281,8. Dari hasil analisis dapat dilihat bahwa nilai efektifitas yang lebih besar adalah sistem HCS dan biaya angkut sampah menggunakan armroll lebih murah dibandingkan dengan comfactor..
GUBENG STATION RAILWAY INFRASTRUCTURE PERFORMANCE ACCORDING TO USER PERCEPTION Sulastri, Dwi; Wahyuni, Atik; Mudjanarko, Sri Wiwoho
ASTONJADRO Vol. 9 No. 2 (2020): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v9i2.3154

Abstract

Gubeng Station is the most populous station of 52 stations that enter the work area of PT KAI Daop 8 Surabaya, with 978,346 train passengers in January 2019, where this number is the highest number of train passengers for 3 years recorded at Gubeng station. Gubeng Station is also very unique, because it is located at a height of 5 meters and has two functionally different sides. The west side building is used for the departure and arrival of economy and express trains, while the east side building is for the departure and arrival of business and executive trains. This functional difference needs to be a study of the provision of infrastructure/facilities available at the Gubeng station whether it meets the minimum train service standards and has provided services/satisfaction and the importance of the existing facilities at the Gubeng station according to the train user perception. The method used is importance performance analysis (IPA) and the conclusion is that satisfaction and importance of the existing facilities at Gubeng station according to the train user perception obtained a satisfaction value of 2.48 which means that they still do not get maximum service and the average value of interest is 4.57 which means that the existing facilities at Gubeng station are needed by train passengers. 
REINFORCED CONCRETE BEAM AND COLUMN PROGRAMMING BASED ON SNI:2847-2019 ON SMARTPHONE USING TEXAS INSTRUMENTS Bagio, Toni Hartono; Baggio, Eugene Yudhistira; Mudjanarko, Sri Wiwoho; Naibaho, Pio Ranap Tua
ASTONJADRO Vol. 10 No. 2 (2021): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v10i2.5101

Abstract

The development of technology in the last few years can not be denied that it has developed very rapidly. In building construction, reinforced concrete beam and columns calculations also utilizing that technology development. Input data used to calculate reinforcement of beam and column are material property, section property and internal forces. Calculation of reinforcement beam using quadratic equation method and reinforcement column using Newton-Raphson method and divided-by-two method.Calculation results are flexural reinforcement As (longitudinal compression area) and As' (longitudinal tension area), shear reinforcement Av (transversal area) and S (distance of  Av), torsional reinforcement Avt (transversal area due to torsional and/or shear), S (distance of Avt), Along (longitudinal area due to torsional buckling), column circular reinforcement Atot (total of longitudinal area), column rectangular two faces reinforcement Atot (total of longitudinal area), column rectangular four faces reinforcement Atot (total of longitudinal area), column biaxial reinforcement Atot (total of longitudinal area).   The program determines As, As' and Atotal, the code is written using the Texas Instruments programming language, so that it can be applied to smartphones. Smartphone and manual calculation, for all cases not more than 5%, the calculation using Texas Instrument is accurate.
PERFORMANCE ANALYSIS OF PARKING SPACE CAPACITY AT DR. SOEDONO GENERAL HOSPITAL OF MADIUN Labina, Bagastha Pudji Yurinko; Mudjanarko, Sri Wiwoho; Bahaswan, Rizal
ASTONJADRO Vol. 11 No. 2 (2022): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v11i2.5164

Abstract

Parking is an element of facilities that cannot be separated from the overall transportation system. The increase in the population of a city will cause an increase in the need to carry out various activities. Hospital is one of the public facilities with a fairly high level of activity. However, in reality, the parking lot at the dr. Soedono General Hospital in Madiun is often full and disrupts the surrounding traffic. Therefore, it is necessary to analyze the performance of parking capacity and space at the dr. Soedono General Hospital. The research was done by doing a literature study on parking behavior, a preliminary survey at the study site, collecting primary and secondary data, then proceed with analyzing data in the form of capacity and parking space performance. The results of this study show that the maximum parking volume is 217 motorbikes/day and 249 cars/day, the average parking duration for motorbikes is 4.92 hours and 3.63 hours for cars, the maximum parking accumulation for motorbikes is 121 vehicles/day, and 62 cars/day, the maximum parking index for motorbikes and cars is 4.31% and 4.64%, and the parking space requirement for motorcycles (SRP) is 100 SRP and cars 80 SRP.
Utilization of Digital Parking Web for the Convenience of Vehicle Users Wiwoho Mudjanarko, Sri; Zakki Falani, Achmad
ASTONJADRO Vol. 12 No. 1 (2023): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v12i1.5879

Abstract

Humans in their activities need comfort. The comfort that is owned will allow humans to reduce anxiety in unexpected situations. This also applies to the need for parking facilities that are easily accessible from any place and time. Limited access will slow down our planned activities. This problem needs to be solved. This solution can be solved with the use of Web-based IT. The methodology used is to create an application that is easy and convenient for transportation users to find a parking space. The use of the Digital Parking Web is expected to be able to answer the convenience needs of vehicle users while influencing the needs of modern society for transportation. This research is expected to produce an effective parking management web application to support smart cities and their users.
Investigation and Analysis of People Preferences in Choosing Public Transportation During COVID-19 Pandemic: Statistical Approach and Case Study in Malang City Amrullah, Ivan Fadhil; Mudjanarko, Sri Wiwoho
ASTONJADRO Vol. 12 No. 3 (2023): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v12i3.13784

Abstract

The transportation condition in Malang City during COVID-19 pandemic has been the subject of this research, with one study proposing to support information about public transportation services in the city. This policy encourages people to participate in activities such as working from home and school during the COVID-19 pandemic. Another concern is that the availability of public transportation facilities is being limited by a lack of conventional transportation as result of this policy. The greatest impact on this variable is the appropriateness of the price, as customers of the service are typically users on a daily basis. Online transportation is considered more effective in terms of distance because there is a mapping application or location that is provided by service providers or drivers in specific areas. The coefficient of determination is a statistical measure used to evaluate the accuracy of a model in predicting future outcomes. The model is generally accurate because all of the variables are significant and have a direct effect on the dependent variables. The F-test value associated with the coefficient was 33.927, and the level of significance was >0.0001. The following describes the results of the t-test regarding the effect of variables on variables: Reliability The value of the t-count is 2.358 > 1.68, and the significance value is 0.013 < 0.05. Responsiveness The t-count of 9.513 is greater than 1.68, and the associated significance level is 0.0001 which is less than 0.05.
Literature Study of the Sustainability Model of Transportation Facilities and Infrastructure in the Management of Public Transportation with the Concept of Inter-Regional Cooperation (Case in the City and District of Bogor) Syaiful, Syaiful; Pratikso, Pratikso; Wiwoho Mudjanarko, Sri
ASTONJADRO Vol. 12 No. 2 (2023): ASTONJADRO
Publisher : Universitas Ibn Khaldun Bogor

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32832/astonjadro.v12i2.14114

Abstract

Traffic in the city of Bogor is relatively high. With this level of density, the city of Bogor is classified as the second most congested city after DKI Jakarta. Achieving the process of transporting passengers and goods as optimally as possible in a certain space and time taking into account several factors such as safety, comfort, smoothness, time efficiency and costs according to these needs. The balance and needs of transportation facilities and infrastructure in achieving its goals is the real movement of each user. The main objective of this study is to formulate a model for the sustainability of transportation facilities and infrastructure in the management of public transport with the concept of inter-regional cooperation. The originality/novelty in the research is a) the handling of the model of sustainability of transportation facilities and public transport transportation infrastructure in the two regions of Bogor regency and Bogor city, b) the sustainability of the public transport management model with the concept of inter-regional cooperation, namely Bogor regency and Bogor city in reducing congestion between the two buffer city. The methods used are survey methods, interviews and studies of expert opinions. This concept is called MODEL SUSTAIN-SARPRASKOKABO_2023. By referring to this initial concept, it is hoped that a balanced and sustainable traffic pattern in Indonesia will soon be realized.
Co-Authors Abd Kadir Mahamad Abdulrahim, Muslimin Achmad Zakki Falani Adlan Hakim Ahmad Agata Iwan Candra Agung Sihono Agus Khumaidi Agus Sukoco Agus Sukoco Agus Sukoco Alexander Machicky Mayestino Alfa Izza Ramadhani Alfi, Numan Alie, Mahrus Alie, R.M. Mahrus Alviansyah, M. Khakim Aminuyati Amrullah, Ivan Fadhil Anggryawan, Ferry Ani Wulandari Ani Wulandari Anugrah, Isnain Alpin Arasy Alimudin Ari Sujiartono Arie Indartono Arthur Daniel Limantara, Arthur Daniel Asri, Purwidi Asshiddiqi, Hasbi Atik Wahyuni Aulia Isramaulana Baggio, Eugene Yudhistira Bagio, Toni Hartono Bambang Subiyanto Bayu Saputra Benediktus Anindito Benediktus Anindito Benediktus Anindito Bhanthara, Rangga Budiawati, Ratna Cahyo Darujati Chanangsetya Harta Wijaya Choirul Umam, Choirul Cristian Daud Wibisono Dadang Supriyatno Damara, Bobby Damarta Anugrah Yulmida Dani Harmanto Daniel, Basil David David Daniel, Basil Debi Fariska Dhaniswara, Erwin Dian Asa Utari Dian Jayadi Dianita Wardani Diansanto Prayoga Dunu, Williams Dwi Sulastri Edi Kuncoro Ekki Erlangga Eko Nurmianto Eko Setijadi Elkana Lewi Santoso Emil Adly Fadilah, Eka Fauzie Nursandah Fauzilah Salleh Firdaus Pratama Wiwoho Francisco Xavier Ajano Ribeiro Dacruz Fredy Kurniawan Ganda, Cicilia Fransisca Gredian Galu Sukma Hadi Prasetya Hardian Ningsih Haris Muhammadun Hary Moetriono Hary Moetriono Hendramawat Aski Safarizki Hendro Agus Widodo, Hendro Agus Hendro Sutowijoyo Hermanto Dwiatmoko Hery Lilik Sudarmanto hidayat, dwi taufik Hidayat, Edy Prasetya I Putu Arta Wibawa I Putu Artaya Ice Trisnawati Ikhsan Setiawan Immah Inayati, Immah Imron Ramdhani Achmad Irwan Mahmudi Irwan Mulyadi Ivan Fadhil Amrullah Joessianto Eko Poetro, Joessianto Eko Joewono Prasetijo Joko Supriono Joko Suyono Joko Suyono Kamisutara, Made Koespiadi Labina, Bagastha Pudji Yurinko Lia Delima M Ikhsan Setiawan M Ikhsan Setiawan M Ikhsan Setiawan M Iksan Setiawan M. Basuki Rahmat M. Ikhsan Setiawan M. Khusni Mubarrok M. Rifqo Hafidzudin Farid Mayestino, Alexander Machicky Mesakh Yunanto Mochamad Hariadi Mochammad Faisol Moetriono, Hary Moetriono, Hary Moh. Saleh Mohammad Basuki Rahmat, Mohammad Basuki Mohd Fadzil Bin Arshad Mohd Idrus Mohd Masirin Muchayan, Achmad Muhamad Farid Ilyas Muhammad Alvan Rizki Muhammad Alvie Zaimuddin Muhammad Farid Dimjati Lusno Muhammad Hanif Muhammad Ikhsan Setiawan Muhammad Roesli Muhammad Wahyudi Muhan Fahri Irzadi Muslimin Abdulrohim Nabila Nabila Nawir Rasidi Nawir Rasidi Norashikin Abdul Hamid Nurul Lupitasari Oetomo, Wateno Oetomo, Wateno Oksri-Nelfia, Lisa Paikun Pamungkas, Tri Cahyo Adi Pandji Thoha S. Balido Parlindungan, Charlton Pio Ranap Tua Naibaho Pontoh, Enny Merry Prasetijo, Joewono Pratikso Pratikso Prijo Tjahjono Purwanto Purwanto Purworusmiardi, Tubagus Raha Abdul Rahman Rahmat, M. Basuki Rhyans Harkanas Anugerah Wicaksana Riyadlus Sholikhin Rizal Bahaswan ROFIK JALAL ROSYANAFI Ronny Durrotun Nasihien, Ronny Durrotun Rusdianto Sesung Sahat Maruli Sandi Ifan Maulana Sandri Adianto Satriana Fitri Mustika Sari Setiawa, M. Ikhsan Setiawan, Eman Setiawan, Muhammad Ikhsan Setiyoko, Annas Singgih Setya Haksama Sharifah Saon Sigit Winarto Winarto Sindiah Bagus Mahendra Tama Slamet Winardi Sri Awiyaningsih Subagiyo Subagiyo Subagyo, Subagyo Sudapet, I Nyoman Sudarso, Soni Sugiarti Sugiarti Sulastri, Dwi Sumardi . Supeno Mardi Susiki Nugroho, Supeno Mardi Suprayitno Suprayitno Suprayitno Suprayitno Sutrisno, Andrias Eko Adi Suyono, Joko Syadza Syahrah Shedyta Syahrania Naura Shedysni Syaiful . Syaiful Syaiful Talaksoru, Alfred Sanny Talakua, Eddy Lybrech Tjahjaning Tingastuti Surjosuseno Tresna Maulana Fahrudin Triantoni Triantoni Tubagus Purworusmiardi Wasono, Sapto Budi Wateno Oetomo Zoya Aurora Putri Sulaiman Zulaicha Parastuty