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Analisis Kelaikan Fungsi Bangunan Gedung Rumah Sakit Ibu dan Anak Nirmala Kediri Irfan, Ahmad; Oetomo, Wateno
Portal: Jurnal Teknik Sipil Vol 16, No 1 (2024): Special Edition January 2024: Improving skills and ease in various civil engine
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v16i1.4676

Abstract

Indonesia is a developing country which is currently actively carrying out development, both physical development such as buildings, bridges, roads, ports and other physical development as well as non-physical development such as mental rehabilitation. The suitability of a building is a requirement that must be met to obtain a functionally fit certification. Fulfillment of eligibility has several requirements such as safety, health, comfort and convenience. The Nirmala Mother and Child Hospital building is located on Jalan Attorney General Suprapto, Kediri City, East Java. Based on the results of interviews with project supervisors and direct observations in the field, building planning does not refer to the Minister of Health Regulation. This study aims to evaluate the comparison of the existing spatial layout of the Nirmala Mother and Child Hospital with Minister of Health Regulation No. 40 of 2022. Results of the evaluation of the building's functional suitability evaluation based on Minister of Health Regulation No. 40 of 2022 on the spatial layout of the Nirmala Kediri Mother and Child Hospital has met the spatial planning requirements according to the Minister of Health, but with the caveat that there must be an additional waiting room in each examination and treatment room.
Analisis Simpang Empat Bersinyal Metode Pedoman Kapasitas Jalan Indonesia (PKJI 2014) di Persimpangan Gedangan Sidoarjo Ar Rasyied, Syahrur Rahman; Oetomo, Wateno
Portal: Jurnal Teknik Sipil Vol 16, No 1 (2024): Special Edition January 2024: Improving skills and ease in various civil engine
Publisher : Politeknik Negeri Lhokseumawe

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30811/portal.v16i1.4836

Abstract

Kawasan simpang empat Gedangan Sidoarjo merupakan Kawasan Komersial, jasa, perdagangan dan Pemukiman. Hal ini memicu adanya bangkitnya lalu lintas, sehingga kemacetan di kawasan ini semakin meningkat. Kawasan simpang tesebut sangat padat waktu jam jam puncak, pagi hari, sore hari di sebabkan adanya pusat industri, pergudangan dan pemukiman. Studi ini bertujuan untuk mengetahui seberapa tingkat pelayanan dan faktor penyebab kemacetan pada simpang empat bersinyal ini. Analisa yang dilaksanakan dalam studi ini merujuk pada Pedoman Kapasitas Jalan Indonesia (PKJI 2014). Dari analisa data diperoleh hasil tingkat pelayanan jalan : Jalan Surabaya - Malang dengan DJ = 0,93, Jalan Ahmad Yani dengan DJ = 0,93, Jalan Raya Jenggolo dengan DJ = 0,93 dan Jalan Raya Sukodono dengan DJ = 0,93. Angka tundaan (delay) rata-rata = 718,3 det/jam.
ANALYSIS OF INVESTMENT FOR THE DEVELOPMENT OF THE KARANGAGUNG FISH PORT IN TUBAN REGENCY Pradana, Suresta; Oetomo, Wateno; Koespiadi, Koespiadi
CURRENT ADVANCED RESEARCH ON SHARIA FINANCE AND ECONOMIC WORLDWIDE Vol. 3 No. 2 (2024): JANUARY
Publisher : Transpublika Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55047/cashflow.v3i2.1010

Abstract

Karangagung Fishing Port (PPI) in the coastal area of Tuban Regency, Palang District is known as the fisheries base in Tuban Regency, even most of the fish production from the Karangagung PPI fishing port has been marketed to all regions in East Java province. The sustainability of the development of an infrastructure project is very important to consider in the development of infrastructure in the maritime sector, especially the fisheries sector. This research will produce an investment analysis on the development of the Karangagung Fishing Port (PPI) infrastructure project which is expected to increase the productivity of the fisheries sector in the area. The investment analysis method used includes the calculation of Net Present Value (NPV), Internal Rate of Return (IRR), and Benefit Cost Ratio (BCR) with the analysis results of NPV value of 6,648,460,488.00, IRR 6.21% and BCR 1.0178 with an investment period of 25 years. From the results of the investment analysis that has been carried out, the NPV value is positive. then the IRR value or the rate of return on an investment with a value greater than the discount factor plan and the benefit value or BCR is more than 1 and the payback period in year 25 is the same as the investment period of 25 years. So, the feasibility of investment is still said to be feasible to use for handling the work of the Karangagaung Tuban Fishing Port Development.
ANALISIS RENCANA ANGGARAN BIAYA DAN DURASI PEKERJAAN PERKERASAN JALAN PADA PROYEK PENINGKATAN JALAN WEEKAPODA-DIKIRA KABUPATEN SUMBA BARAT DAYA Fajar, Chandra; Oetomo, Wateno
Jurnal Sains Riset Vol 13, No 2 (2023): September 2023
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat (LPPM) Universitas Jabal Ghafur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47647/jsr.v13i2.1656

Abstract

ABSTRAKPerhitungan rencana angggaran biaya dilaksanakan dengan mendetail sehingga tidak terdapat kesalahan ketika proses pelaksanaan. Berhasil tidaknya sebuah protek dapat ditetetapkan oleh pihak yang menyediakan jasa guna melaksanakan penyelesaian pembangunan dengan optimal cepat, dan tepat, dengan pembiyaan yang optimal sesuai dengan standart pembiayaan konstruksi serta pemanfaatan bahan dengan kualitas yang baik.  Pada ruas jalan Weekapoda-Dikira Sumba Barat Daya hendak dilaksanakan rencana peningkatan kelas jalanan yakni dari kelas III pada kelas II dan pelebaran jalan, rumusan masalah penelitian ini adalah berapa besar volume hotmix, biaya serta durasi dalam penyelesaian proyek peningkatan perkersan jalan Weekapoda-Dikira Sumba Barat Daya, dengan tujuan menganalisis besar volume, biaya serta durasi. Langkah yang dilakukan dalam penelitian ini menghitung semua item pekerjan yang adalam proyek yang sedang dihitung dalam penyelesaian proyek sehingga mendapatkan hasil volume 1.558,13 ton, RAB pada proyek peningkatan jalan ke kelas II total harga Rp. 10.527.876.142.79. dengan durasi 240 hari kalender.Kata kunci: Rencana anggaran biaya, jalan, perencanaan
Analisis Prediksi Kondisi Kekerasan Jalan Raya menggunakan Aplikasi IRI untuk Penanganan Jalan (Studi Kasus: Ruas Jalan Nasional Kota Jalan Nasional Kota Ruas, Gresik-Sadang) Kogoya, Desmin; Nugroho, Laksono Djoko; Oetomo, Wateno
Jurnal Spesialis Teknik Sipil (JSpTS) Vol 5 No 2 (2024)
Publisher : Magister Teknik Sipil, Fakultas Teknik, Universitas 17 Agustus 1945 Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.30996/jspts.v5i2.12065

Abstract

Road pavement conditions will overcome the decline in service levels over time. The decline in the level of road services is characterized by the occurrence of damage to the structure of the pavement layer of the road and left in a long period of time it will be able to renew the level of the layer of security that can increase security, comfort, and smoothness in crossing. The purpose of this study is to analyze the influence of traffic, pavement structure and CBR on the value of road IRI and estimation of road pavement conditions in the next 10 years. The data used in this research are traffic load, CBR, rainfall and road pavement structure. The analysis was carried out using a method developed by IRI (International Roughness Index) to predict road conditions. Data collection was carried out by surveying road damage using the ROADROID application and (RCI) the Road Condition Index as preliminary data. This research will be applied to data collected from the national road network in East Java province, specifically the Bts national road section. Gresik City - Sadang. To facilitate analysis, the road segment is divided into 3 segments with the length of each km segment starting from Km 20 to Km 40. The results of data analysis show an increase in traffic load of 31% will result in an increase in IRI value of 0.061 m / km per year, a structural value of 11.32% resulting in an increase in IRI of 0.034 m / km per growth, based on a CBR of 38% resulting in an increase IRI value of 0.017 m / km per year. The predicted results of road pavement conditions on Km 40, 20 and 20 sections are minor damaged roads, for Km 20, 40 routine maintenance sections.
Sensitivity Analysis of Revenue Potential in The Evaluation of East Surabaya Hospital Investment Astasari, Arianti Widi; Oetomo, Wateno; Sajiyo, Sajiyo
International Journal of Social Science and Community Service Vol. 2 No. 4 (2024): OCTOBER
Publisher : CV. Proaksara Global Transeduka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70865/ijsscs.v2i4.32

Abstract

As one of the largest cities in Indonesia, the City of Surabaya has an obligation to provide excellent health services for its residents. It goes without saying that Surabaya City Government is required to provide a General Hospital that can receive referrals from the government-owned Community Health Centers. For this reason, the Surabaya City Government built the East Surabaya Hospital which is located in Rungkut Sub-District. East Surabaya Hospital is a strategic project that requires investment feasibility analysis. The East Surabaya Hospital investment feasibility analysis was done by applying the Net Present Value (NPV), Internal Rate of Return (IRR), Payback Period (PP) and Benefit Cost Ratio (BCR) parameters. After the feasibility analysis results were obtained, a sensitivity analysis was done on changes in management costs and the amount of health service levy rates for each Fees alternative. Based on the results of the investment feasibility analysis of 4 (four) Fees alternatives, there are 2 alternatives that can be concluded as worthy investments, which are alternative 1 and alternative 3. Meanwhile, alternative 2 and alternative 4 are not feasible since the NPV parameter shows negative values and the IRR value is lower than the MARR value. However, based on sensitivity analysis, alternatives 2 and 4 can be feasible if alternative 2’s service rate is increased by 13.2%, and alternative 4’s service rate is increased by 2.3%. The opposite applies in alternative 1 where the investment might become unfeasible if the service rate is reduced by more than 5.4% and alternative 3 might become unfeasible if the service rate is reduced by more than 2.5%.
ANALYSIS OF PASSENGER TERMINAL SERVICE QUALITY LEVEL AT BANYUWANGI AIRPORT Nugroho, Deden; Oetomo, Wateno; Marleno, Risma
International Journal of Social Service and Research Vol. 5 No. 2 (2025): International Journal of Social Service and Research
Publisher : Ridwan Institute

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.46799/ijssr.v5i2.1177

Abstract

Banyuwangi Airport has become an important air transportation facility in East Java, playing a strategic role as a gateway to leading tourist areas. This study aims to identify the current level of service quality of the passenger terminal at the airport, understand the factors that influence its performance, and develop evidence-based recommendations to improve service quality. A systematic research design was implemented, encompassing stages from problem identification to data analysis and report preparation. The primary objective was to identify aspects of terminal services needing improvement to enhance user satisfaction, guided by initial observations and literature reviews. The analysis of hierarchical processes (AHP) method was employed for data analysis, focusing on assessing criteria weights through pairwise comparisons to generate improvement recommendations. The results indicate that passenger satisfaction varies significantly across different types of facilities. Several concrete steps and strategic recommendations are proposed to enhance service quality and address the identified gaps.
Analysis of Road Condition Assessment Using The Surface Distress Index (SDI) Method and Estimation of Road Maintenance Costs For The Durenan-Prigi Road Section (Link 006) Fareza Akbar, Muhammad; Marleno, Risma; Oetomo, Wateno
Journal of Social Research Vol. 4 No. 2 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i2.2423

Abstract

The Durenan - Prigi road section is a 30.4 km long road that is authorized by the East Java Provincial Government, this road is one of the access roads to Prigi Beach, Mutiara Beach and other tourist attractions in Trenggalek Regency. The road that is the access to the tour certainly requires care and maintenance to always be in steady condition and does not reduce the comfort of road users. Factors that cause damage include traffic load factors, soil condition factors, weather, rain, drainage channel factors and so on. In monitoring road conditions, there is a road condition assessment, namely the Surface Distress Index (SDI) method. The objective of this research is to evaluate the condition of the Durenan-Prigi road section using the Surface Distress Index (SDI) method to assess its current state, determine necessary maintenance actions, and estimate the required budget for its upkeep. The SDI method is a method of assessing the condition of the road surface by making visual observations. The SDI method has four types of damage in assessing road conditions with four categories of road condition assessment results. The Durenan - Prigi road section has an average SDI value of 11.89 with an assessment of "Good" condition.  Nevertheless, maintenance is still required with an estimated budget of Rp2,596,960,786.27. The budget includes three main components, namely type 3 emulsified asphalt coating (CQS-1h) amounting to Rp2,392,020,512.39, repairing the cold-applied asbuton mixture amounting to Rp160,955,321.83, and closing type 1 cracks (crack width 0.20-0.50 cm) amounting to Rp43,984,952.06.
A Comparative Analysis of Cantilever and Gravity Retaining Wall Dimensions on The Temuireng-Jetis Road Section In Mojokerto District Ramadiasri Putra, Prastya; Oetomo, Wateno; Marleno, Risma
Journal of Social Research Vol. 4 No. 2 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i2.2425

Abstract

The construction of retaining walls in Mojokerto Regency is essential due to the region's hilly topography and the increasing risk of slope instability caused by high rainfall and lateral soil pressures. Retaining walls play a crucial role in stabilizing slopes, preventing landslides, and ensuring road infrastructure and mobility are preserved in areas prone to geotechnical challenges. This study focuses on determining the dimensions, costs, and construction timelines of cantilever and gravity retaining walls along the Temuireng-Jetis road section, a strategic route affected by frequent landslides. Using Coulomb's theory and triaxial soil test data, the analysis comprehensively compares the structural stability, safety factors, and economic efficiency of both designs. Results indicate that cantilever retaining walls achieve higher shear stability with a lower construction duration but incur higher costs due to the use of reinforced concrete and steel reinforcements. Conversely, gravity walls are more cost-effective, relying on their own weight for stability, but demand longer construction periods due to their massive size and additional requirements such as drainage systems. These findings contribute to efficient and sustainable infrastructure development, offering practical solutions for areas with varying topographic challenges and soil conditions.
Analysis of The Application of Value Engineering In The Construction of Soil Retaining Walls on The Bendung-Bantengan Road Section In Mojokerto District, East Java Fairuz Rahman, Refa; Oetomo, Wateno; Marleno, Risma
Journal of Social Research Vol. 4 No. 2 (2025): Journal of Social Research
Publisher : International Journal Labs

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55324/josr.v4i2.2426

Abstract

Mojokerto, as a key economic center in East Java, faces increasing demands for reliable and efficient road infrastructure to support its economic growth and regional connectivity. The lack of adequate retaining walls along the Bendung-Bantengan road section has resulted in significant road damages, including cracks and subsidence, which pose risks to road users and increase maintenance costs. This study investigates the application of Value Engineering (VE) as a strategic method to enhance the efficiency and cost-effectiveness of retaining wall construction in the area. Using secondary data from topographic surveys and triaxial soil tests, the study evaluates various design alternatives to identify cost savings, stability improvements, and impacts on project duration. The results demonstrate that adopting VE (Alternative 1) reduces construction costs by IDR 284,244,698 through optimized structural dimensions, while maintaining quality and stability standards. Additionally, the project completion period is shortened to 121 days, offering a faster turnaround compared to the initially planned six-month schedule. The findings emphasize VE's potential to optimize material use, minimize waste, and achieve environmental sustainability by reducing carbon emissions during construction. Moreover, VE enables enhanced collaboration among stakeholders, including consultants and contractors, to develop effective and efficient solutions for infrastructure challenges. This research underscores the importance of integrating VE during the planning stages of infrastructure projects, particularly in areas with high erosion risks. By applying VE principles, the Bendung-Bantengan retaining wall project not only meets safety and quality requirements but also contributes to long-term infrastructure resilience and economic efficiency in Mojokerto.
Co-Authors ., Rudiansyah Agus Firmanda, Yocky Ar Rasyied, Syahrur Rahman ARI SUSANTO Ariyanti, Menik Astasari, Arianti Widi Atmajaya, I Made Buda Atros, Pahridal Az Zahra, Karunia Bonny, Apde Budi Witjaksana, Budi Budy Wiryawan Cahyono, Bagus Didik Purnomo, Didik Djoko Nugroho , Laksono Djoko Nugroho, Laksono Dozier, Alpha Dwi Budi Santoso Dwi Purnomo Esti Wulandari Fadjarwati, Indah Fairuz Rahman, Refa Fajar, Chandra Fareza Akbar, Muhammad Fathony Maulidy, Ahmad Frengky Rumihin, Ony Gede Sarya, Gede Hadi, Suprapto Hariyanto, Tri Perwira Harris, Oscar Helmy Darjanto, Helmy Herry Widhiarto, Herry Hudyantoro, Hudyantoro Ikko Bagus Ismanto Indah Purwanty, Kharisma Irfan, Ahmad Irniawan, Dodik Irwanto, Aditya Koespiadi Kogoya, Desmin Laksono Djoko Nugroho Lestari, Agustin Dwi Mahendra, Muhammad Yusuf Marleno, Risma Meilasari, Shavica Kurnia Michella Beatrix Muhammad Wahyudi Muhammadun, Haris Muhammadun, Harris Nashrullah Arifin, Isyraq Nugraha, Coki Adianta Nugroho, Deden Pradana, Suresta Prasetiyo W., Arif Prasetyo, Djoko Puntodewo, Setyasto Purwayudhaningsari, Ranatika Putera, Rendra Pramana Putra, Ahmad Ferdiansyah Pratama Putra, Harisa Ramadhani Rahadian, Deni Rahman, Medio Duddian Wahyu Ramadhani, Ardhi Ramadiasri Putra, Prastya Rini Rahmawati, Rini Rival Sibuea, Josep Rosyid, Rizal Rusmin Rusmin, Rusmin S Siswanto Sajiyo , Sajiyo Sajiyo Sajiyo, Sajiyo Sari, Anindya Novita Septoraharjo, Eko Rony Setyawan, Dhimas Triadi Setyo, Mayogo Siswanto Sri Wiwoho Mudjanarko, Sri Wiwoho Sugiharto, Arif Sundari Sundari suparjan suparjan Teki Tjendani, Hanie Umarwoko Daniarto, Cornelius Wahyusetianingsih, Tri Wulandari , Esti