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Nur Adyla
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Jl. Prof. Dr. Baharuddin Lopa, SH., MH., Talumung. Majene
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INDONESIA
Bandar: Journal of Civil Engineering
Published by Universitas Sulawesi Barat
ISSN : 26230135     EISSN : 26567199     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering
Bandar Journal of Civil Engineering has an area of expertise consisting of Structural Engineering, Construction Engineering & Management, Geotechnical Engineering, Water Resources Engineering, Transportation Engineering and Ocean Engineering
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 95 Documents
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Implementasi Building Information Modelling (BIM) 5D Pada Estimasi Volume dan Biaya Pekerjaan Struktur Adi Prastya, Celvin; Hendriyani, Irna; Pratiwi, Reno
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 1 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i1.4301

Abstract

The objective of this study is to evaluate the outcomes of cost estimation calculations conducted through the manual approach versus the Building Information Modelling (BIM) approach. BIM addresses the limitations of conventional software like AutoCAD and Microsoft Excel, which are 2D-based and complicate coordination among different engineering fields. BIM, through the integration of 3D (modeling), 4D (scheduling), 5D (cost), 6D (sustainability), and 7D (operation and maintenance), offers a comprehensive framework for project planning, management, and evaluation. This study analyzes the efficiency of volume and cost estimation in the construction of the Balikpapan’s DP3 and DISDAG Building project in the city of Balikpapan using the BIM 5D concept with Autodesk Revit 2022 software. The research results indicate that volume and cost estimations with BIM 5D are more efficient compared to conventional methods. The concrete work volume with BIM is compared to that of conventional methods from the consultant, there is a saving of 4.92% for concrete works, and 5.16% of saving for rebar works. These findings demonstrate that the implementation of BIM 5D in Autodesk Revit is lower and more efficient in volume and cost estimation.
Strategi Pengembangan Kawasan Terminal Majene Berbasis TOD (Transit Oriented Development) Astinawaty, Astinawaty; Asriana, Zul
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 1 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i1.4943

Abstract

The development of terminals as transportation hubs has an important and strategic role in growing the economy of urban areas. TOD (Transit Oriented Development) is a spatial planning concept that focuses on the development of transit areas around public transportation hubs such as train stations, bus terminal, or mass transportation stops including the Majene terminal. Based on BPS data, the increase in Majene terminal activity in the last five years was due to the high population (0,15%/year) and the number of motorized vehicles (26,7%/year). Several problems faced such as the status of terminal which has changed of its function, minimal of facilities, and infrastructure and the absence of attractions around the terminal area. This study aims to (1) to identify the suitability of the TOD concept in the Majene terminal area, (2) to formulate a TOD concept based on Majene terminal area development strategy which is identified through the regulation of Ministry of ATR BPN No. 16 of 2017 concerning the Development of Transit Areas.
Deagregasi Potensi Earthquake Ground Motion pada Jalan Tol untuk Periode Ulang Gempa 1000 Tahun Sarifah, Fitriana; Ramdani, Yusep; Kurnia Hidayat, Asep
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 1 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i1.4994

Abstract

Port access toll roads, particularly those under the National Strategic Project (PSN), are developed to ease export-import congestion and reduce logistics costs, enhancing industrial competitiveness. This study highlights the importance of earthquake-resistant infrastructure planning through performance-based analysis, which requires time history analysis using recorded ground motions. The objective is to identify appropriate ground motion records for such analysis. The method involves disaggregating average magnitude (M) and distance (R) values to represent seismic sources. Results indicate that M = 6.7 and R = 98 km adequately represent major seismic sources, including Megathrust, Benioff, and Shallow Crustal Faults. The peak ground acceleration (PGA) at bedrock for a 1000-year return period is 0.237 g. The selected ground motion record, with M = 6.7, R = 98 km, and PGA = 0.237 g, was obtained from the USGS database, specifically from the Hilo, HI – USDA Laboratory station (code: NP2818).
Analisis Data Oseanografi Pantai Parappe Kabupaten Majene dalam perencanaan Breakwater Yusman; Apriansyah, Apriansyah; Manaf, Abdi; Nurdin, Amalia
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 1 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i1.5064

Abstract

Penentuan lokasi dan dimensi bangunan pelindung pantai khususnya bangunan pemecah gelombang harus memperhatikan data oseanografi agar bangunan dapat berfungsi secara efektif untuk melindungi pantai dari kerusakan akibat gelombang dan arus. Metode yang digunakan pada penelitian ini adalah metode kuantitatif dengan menggunakan data sekunder dari Badan Metereologi, Klimatogi dan Geofisika (BMKG), data Batimetri Nasional (BATNAS) dan data primer yang diperoleh langsung dari pengamatan di lapangan berupa data sedimentasi dan pasang surut. Berdasarkan penelitian yang dilakukan diperoleh laju sedimentasi untuk titik 1 sebesar 402,405 cm3/tahun. Titik 2 sebesar 503,006 cm3/tahun. Titik 3 sebesar 955,713 cm3/tahun. Untuk data pasang surut diperoleh Higher High Water Level (HHWL) = 1,78 m, Mean High Water Level (MHWL) = 1,2053 m, Mean Sea Level (MSL) = 0,9203 m, Mean Low Water Level (MLWL) = 0.6353 m, Lower Low Water Level LLWL = 0,20 m. Angin dominan selama 10 tahun bergerak ke arah utara dengan kecepatan angin maksimum 11 knot dengan panjang fetch efektif 398,21 km. Dari peramalan gelombang tersebut didapatkan Tinggi gelombang pecah (Hb) = 76,44 meter, kedalaman gelombang pecah (db) = 3,822 meter, tinggi gelombang maksimum 2 meter dan periode 7 detik.
Karakteristik Sedimen Sungai Matangnga (Hulu) dan Sungai Maloso (Hilir) Kabupaten Polewali Mandar Berdasarkan Parameter Statistik Ukuran Butir Suryani, Herni; Jamal, Elvira; Yusman
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 1 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i1.5077

Abstract

This study investigates the sediment characteristics of the Matangnga River (upstream) and Maloso River (downstream) in Polewali Mandar Regency based on grain size statistical parameters to understand sediment transport dynamics and depositional mechanisms. Eight sediment samples were analyzed using granulometric methods and statistical approaches by Folk & Ward (1957), combined with log-probability curve interpretation based on Visher (1969). Results indicate that upstream sediments are predominantly coarse-grained with poor to moderate sorting and exhibit multimodal grain size distributions. In contrast, downstream sediments are finer, better sorted, and show unimodal distributions, indicating dominant suspension deposition. Log-probability analysis identified the presence of three major transport mechanisms (traction, saltation, suspension), varying between observation stations. This study demonstrates that integrating grain size statistics and log-probability curves effectively interprets fluvial sedimentation dynamics and depositional environment transitions.
Strategi Pengembangan Sistem Transportasi Khusus Pegawai Pemerintah Kota Palu: Pendekatan Efisiensi dan Aksesibilitas Fortuna, Ellyni Dwi; Malkhamah, Siti; Irawan, Muhammad Zudhy
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 1 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i1.5092

Abstract

AbstrakUrbanisasi yang pesat di Kota Palu telah menimbulkan tantangan terhadap mobilitas pegawai pemerintah, yang masih bergantung pada kendaraan pribadi. Penelitian ini bertujuan merancang strategi pengembangan sistem transportasi khusus berbasis efisiensi dan aksesibilitas. Pendekatan deskriptif kuantitatif digunakan dengan metode survei terhadap 250 pegawai dari berbagai instansi, untuk mengidentifikasi pola perjalanan, preferensi moda, dan faktor penentu pemilihan transportasi. Hasil menunjukkan 83% responden bersedia menggunakan angkutan khusus dengan preferensi biaya perjalanan Rp4.000–Rp8.000, waktu tunggu 5–15 menit, dan jarak halte maksimal 300 meter. Dengan menggunakan analisis GIS, dirancang rute angkutan khusus dari 18 wilayah asal perjalanan utama menuju Balai Kota dengan waktu tempuh maksimal 20 menit. Studi ini merekomendasikan pengembangan sistem transportasi pegawai berbasis kebutuhan pengguna, dengan fokus pada keterjangkauan biaya, kecepatan layanan, dan kemudahan akses, guna mendukung efisiensi perjalanan dan keberlanjutan mobilitas di Kota Palu.Kata Kunci: Aksesibilitas, Angkutan khusus, Efisiensi mobilitas, Perencanaan rute, Transportasi pegawai
Study of Jetty Planning as Coastal Protection Structure to Address Estuary Sedimentation: Case Study of Lubuk Tukko Beach, North Sumatra Province Mardika, M Gilang Indra; Fitriana, Indri Rahmandhani; Sihombing, Tera Melya Patrice; Lumbantobing, Oscar
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 2 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i2.4703

Abstract

Sediment transport from the sea can cause estuary siltation. The effective jetty construction planning is one of problem addressing structurely. To derive the elevation and dimensions of an effective jetty structure in addressing the estuary sedimentation at Lubuk Tukko Beach, North Sumatra Province, wave analysis is conducted using the hindcasting method and tidal analysis using the admiralty method. The research analysis show that the wave height design is 0.676 meters and the highest water surface elevation is 0.616 meters. The type of jetty used is a long jetty with a left jetty length of 394 meters and a right jetty length of 426 meters. The elevation of the right jetty end is 2.5 meters, with a building top width of 1 meter, and the elevation of the left jetty end is 2.6 meters, with a top width structure of 1 meter.
Analysis of Sediment Characteristics and Sedimentation Rate of the Noling River, Luwu Regency Juliandro, Juliandro; Syafa'at S Kuba, Muhammad; Gaffar, Farida; Pawara, Ismail
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 2 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i2.5272

Abstract

The Noling River plays an important role in the lives of the surrounding communities; however, it faces sedimentation problems that lead to riverbed aggradation, infrastructure disturbances, and reduced flow capacity. This study aims to determine the sediment characteristics and the rate of sedimentation in the Noling River, Luwu Regency. Sediment samples were collected from the midstream section of the river and analyzed in the laboratory to determine grain size distribution, specific gravity, and physical characteristics of the sediment. The results show that the Noling River sediment is dominated by sand (57.4%), gravel (31.8%), and silt/clay (10.9%), with a sediment classification of sandy clay. The sedimentation rate was calculated using both direct measurement and empirical approaches (Meyer-Peter and Duboys methods). The average suspended sediment load was found to be 5,251.97 tons/month, while the bed load reached 1,102.91 tons/month. The flow velocity, which exceeds the sediment fall velocity, indicates that sediment transport occurs actively. The findings of this study are expected to serve as a reference for better river management and future sedimentation mitigation efforts.
Analysis of Road Damage and Its Improvement on The South Ring Road of Jambi City Laksana, Tendy Laksana; Agustien, Melawaty; Kadarsa, Edi
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 2 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i2.5675

Abstract

Analysis of Road Damage and Improvement on the South Ring Road and West Ring Road of Jambi City. Road damage is an event that causes a road pavement to become inconsistent with its original shape. This study, in addition to assessing road conditions in Jambi Province, primarily analyzes the differences between the PCI Method, the Bina Marga Method, and the Asphalt Institute Method. The three methods will be compared by how they are used to determine the condition of the road pavement for the same road section. Then, the calculation process and results will be analyzed to determine which method is easier in conducting surveys and calculations, while other methods are relatively more difficult when applied to the research location. Based on the analysis results on the South Ring Road and West Ring Road sections of Jambi City using the Bina Marga Method, the PCI (Pavement Condition Index) Method, and the Asphalt Institute Method have relatively similar assessments in terms of handling. For handling road damage on the South Ring Road and West Ring Road sections of Jambi City, the PCI (Pavement Condition Index) Method and the Asphalt Institute Method are used in their handling. Kerusakan jalan merupakan kejadian yang mengakibatkan suatu perkerasan jalan menjadi tidak sesuai dengan bentuk perkerasan aslinya. Penelitian ini selain menilai kondisi jalan di Provinsi Jambi, utamanya adalah untuk menganalisis perbedaan dari Metode PCI, Metode Bina Marga, Metode Asphalt Institute. Ketiga metode akan dibandingkan dengan cara dipergunakan untuk menentukan kondisi perkerasan jalan untuk ruas jalan yang sama. Kemudian akan dianalisis proses perhitungan dan hasil sehingga metode apa yang lebih mudah dalam pelaksanaan survei dan perhitungan, sementara metode lain relatif lebih sulit jika diterapkan pada lokasi penelitian. Berdasarkan hasil analisis pada ruas Jalan Lingkar Selatan dan Jalan Lingkar Barat Kota Jambi menggunakan Metode Bina Marga, Metode PCI (Pavement Condition Index), Metode Asphalt Institute memiliki penilaian yang relatif hampir sama dalam penanganan. Untuk penanganan kerusakan jalan pada ruas Jalan Lingkar Selatan dan Jalan Lingkar Barat Kota Jambi menggunakan Metode PCI (Pavement Condition Index) dan Metode Asphalt Institute dalam penanganannya.
The Distribution Pattern of Coffee Shop Public Spaces Based on Geographic Information System (GIS) in Majene Urban Area Astinawaty, Astinawaty; Mukhlis, Jafar; Ahmadussaleh, Ahmadussaleh; Fauzan Ahmad, Muhammad
BANDAR: JOURNAL OF CIVIL ENGINEERING Vol 7 No 2 (2025): Bandar: Journal of Civil Engineering
Publisher : Universitas Sulawesi Barat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31605/bjce.v7i2.5692

Abstract

The phenomenon of urban transformation in Majene through the development of coffee shop public spaces shows significant changes in the social, economic, and physical spatial structure of small cities in Indonesia. This study aims to : (1) identify the characteristics of coffee shops public spaces in Majene Urban Area, (2) analyze the distribution pattern of coffee shops public spaces in Majene Urban Area based on GIS. Methods used are quantitative descriptives statistics and GIS spatial analysis, namely buffer and Avarage Nearest Neighbor (ANN). The results of the study shows: (1) the characteristics of coffee shops public spaces is devided by two charachteristics: coffee shop and café, consist of 44 coffee shops and cafes in Majene Urban Area, spread across Banggae District and East Banggae District. East Banggae District in the area with the highest concentration of coffee shops 26 units and cafes 10 units. In Banggae District 6 unit coffee shop and 2 unit café, (2) the spatial distribution pattern of coffee shops public spaces is clustered with an ANN ratio of 0.655567 with an avarage real distance (observed mean distance) of 217.98 meters while the avarage expected distance (expected mean dstance) is 332.52 meters. The phenomenon of proxmity of one location to another is also supported by further statistcal results, namely a z-score value and p-value of -4.517352 and p-value of 0.000006. the highly negative z-score value and p-value far below the 0.05 threshold indicate high spatial significance and indicate that the distribution of coffee shops and cafes in Majene Urban Area is clustered and doesn’t randomly.

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