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All Journal Fondasi: Jurnal Teknik Sipil JOURNAL OF CIVIL ENGINEERING, BUILDING AND TRANSPORTATION Journal of Sustainable Civil Engineering (JOSCE) ABDIKARYA: Jurnal Pengabdian dan Pemberdayaan Masyarakat
Bambang Hariyanto
Universitas Banten Jaya
Humanities Civil Engineering, Building, Construction & Architecture Computer Science & IT Education Engineering Materials Science & Nanotechnology Transportation Veterinary Other

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PERENCANAAN STRUKTUR BANGUNAN ATAS JEMBATAN RANGKAS PANJANG KECAMATAN KRAGILAN KABUPATEN SERANG Mulyadi Mulyadi; M. Ichwanul Yusup; Bambang Hariyanto
Journal of Sustainable Civil Engineering (JOSCE) Vol 2 No 02 (2020): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v2i02.949

Abstract

Jembatan merupakan salah satu komponen prasarana transportasi darat, yang berfungsi untuk mengatasi rintangan/hambatan alam buatan. Oleh karena itu pada suatu wilayah umumnya terdapat jembatan yang berfungsi sebagai bagian/komponen dan system jaringan jalan. Sebagai bahan penting dari system infrastruktur di suatu wilayah, maka keberadaan jembatan senantiasa perlu mendapatkan perhatian agar kinerja dan umur layanannya maksimal mungkin dapat dipertahankan, setidak-tidaknya sesuai dengan yang direncanahkan.Data primer dan data sekunder dari hasil informasi yang didapatkan secara langsung maupun tidak langsung disajikan dalam dua macam bentuk yaitu perhitungan dan gambar-gambar penunjang untuk perencanaan struktur bangunan atas jembatan.Hasil dari analisis Perencanaan Struktur Bangunan Atas Jembatan Rangkaspanjang, dari hasil perencanaan sebagai berikut : Tebal slab lantai jembatan = 0,25 m Tebal lapis aspal = 0,05 m Tebal genagan air hujan = 0,05 m Jarak antara girder baja = 1,60 m Lebar jalur lalu lintas = 5,50 m Lebar trotoar = 1,00 m Lebar total jembatan = 7,50 m Panjang bentang jembatan = 30,00 m
PENGARUH VARIAN SUHU AIR CAMPURAN BETON TERHADAP KUAT TEKAN KARAKTERISTIK BETON Daryadi Harahap; Bambang Hariyanto
Jurnal Fondasi Vol 2, No 2 (2013)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (849.66 KB) | DOI: 10.36055/jft.v2i2.1723

Abstract

Beton merupakan salah satu bahan kontruksi yang banyak dipergunakan dalam struktur bangunan modern. Beton diperoleh dengan cara mencampurkan semen portland, air, agregat.Air sebagai bahan pencampur semen berperan sebagai bahan perekat, sehinnga penambahan air dalam pembuatan spesi beton merupakan unsur yang sangat penting. Peranan air sebagai bahan perekat terjadi melalui reaksi hidrasi, yaitu semen dan air akan membentuk pasta semen dan mengikat fragmen-fragmen agregat.Penelitian ini membahas Pengaruh Suhu Air Campuran Beton Terhadap Kuat Tekan Karakteristik Beton dengan suhu pencampuran air 0,25o, 40o, 75o. Kuat tekan beton didapat sesuai parameter yang diinginkan maka suhu air campuran beton harus diusahakan bersuhu ruang atau lebih rendah dari suhu ruang
Pengembangan Masyarakat Berwirausaha Desa Pasauran Kecamatan Cinangka Kabupaten Serang Bambang Hariyanto
ABDIKARYA: Jurnal Pengabdian dan Pemberdayaan Masyarakat Vol 2 No 1 (2020): ABDIKARYA: Jurnal Pengabdian dan Pemberdayaan Masyarakat
Publisher : Lembaga Pengembangan, Penelitian dan Pengabdian Kepada Masyarakat Universitas Banten Jaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1017.948 KB) | DOI: 10.47080/abdikarya.v2i1.1060

Abstract

Administratively, the area of Pasauran Village consists of 4 (four) Community Associations, and 12 (twelve) Neighborhood Associations. In general, Pasauran Village Typology consists of Rice Fields and Farms. Topographic Pasauran Village in general, including lowland areas, and based on the height of the area Pasauran Village is classified to (lowlands (0-100 m above sea level). The total population of Pasauran Village. Based on the Village Profile in 2018 there were 2,957 people consisting of 1,525 men and 1,432 women. The main source of income of the population is from agriculture. Land conditions in Serang Regency are divided into two parts, namely protected areas and cultivation areas. In implementing Thematic KKM in Pasauran Village, KKM students are expected to be able to make programs and strategic plans related to the development of tourism and entrepreneurship areas in Pasauran Village. In addition, KKM students are also expected to be able to realize the tri darma of higher education especially in the fields of entrepreneurship, education and culture in the area.
KARAKTERISTIK DAN REDESIGN PARKIR (STUDI KASUS: AREAL PARKIR STASIUN KERETA API PALMERAH DKI JAKARTA) Telly Rosdiyani; Fitri Aida Sari; Bambang Hariyanto; Syarifah Salma Burairah
Journal of Sustainable Civil Engineering (JOSCE) Vol. 5 No. 01 (2023): JOSCE: Journal of Sustainable Civil Engineering
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v5i01.2422

Abstract

Meningkatnya pertumbuhan jumlah penduduk serta keinginan untuk memiliki kendaraan pribadi membawa permasalahan lalu lintas berupa kemacetan di Kota Jakarta. Solusi kemacetan yang digemari oleh mayoritas pekerja di Kota Jakarta yaitu memanfaatkan transportasi publik. Salah satu moda transportasi publik yang dominan adalah kereta api. Namun, hal ini lantas membuat permasalahan baru di tempat pengadaan moda kereta api yaitu stasiun. Lahan yang terbatas dan tingginya pengguna kereta api menyebabkan kapasitas ruang parkir yang ada tidak dapat menampung seluruh kebutuhan parkir, sehingga mengharuskan pengunjung untuk memarkirkan kendaraannya di luar stasiun Palmerah. Penelitian ini akan membahas bagaimana karakteristik parkir di stasiun Palmerah, lalu apakah kebutuhan parkir sudah terpenuhi, dan bagaimana redesign parkir agar lahan yang ada menjadi lebih efisien. Dari penelitian ini diketahui bahwa indeks parkir di stasiun Palmerah mencapai angka 220%. Hal ini mengartikan bahwa fasilitas parkir di stasiun Palmerah bermasalah. Adapun jumlah kebutuhan ruang parkir yang didapatkan setelah penelitian berbanding jauh dengan lahan yang ada. Lahan yang ada hanya menampung 70 SRP sedangkan kebutuhan parkir adaah 143 SRP. Me-redesign fasilitas ruang parkir menjadi bangunan bertingkat menggunakan sistem APS adalah solusi yang baik untuk mengatasi permasalahan ini. Lahan parkir akan di-redesign menjadi bangunan bertingkat empat dengan kapasitas maksimum 152 SRP dari total kebutuhan 143 SRP. Dengan me-redesign lahan parkir dengan bangunan bertingkat bersistem APS, stasiun Palmerah akan mampu menampung kendaraan dengan jumlah melebihi akumulasi dan volume parkir maksimum.
ANALISA KINERJA WAKTU PELAKSANAAN PEMBANGUNAN GEDUNG DI SEKOLAH MENENGAH KEJURUAN NEGERI (SMKN) 1 PULO AMPEL SERANG Siti Rosmawati; Telly Rosdiyani; Euis Amilia; Bambang Hariyanto
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION Vol. 9 No. 1 (2025): JCEBT MARET
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/jcebt.v9i1.12668

Abstract

The construction project of infrastructure building at State Vocational High School (SMKN) 1 Puloampel, Serang Regency, aims to provide better facilities to support the improvement of education quality. Although the project was well-planned, time and cost deviations occurred, affecting the project’s progress. This study aims to analyze the time and cost deviations using the Earned Value Analysis (EVA) method. The data used includes weekly data from week 1 to week 22, with a total project duration of 22 weeks. The results show that the project experienced delays in several weeks, specifically in weeks 1, 10, 11, 15, 16, 19, and 20, resulting in a total delay of 27 days. These time deviations led to a cost overrun of IDR 20,052,074.54. The causes of delay were mainly due to late site preparation, water and equipment needs, and delayed material deliveries. As a solution, it is recommended to add more labor, speed up material delivery, and revise the schedule to avoid further delays and cost overruns.
Optimalisasi Biaya Dalam Perencanaan Gedung Kantor Menggunakan Software Building Information Modeling (BIM) Bambang Hariyanto; Dikri Robi; Nila Prasetyo Artiwi
Journal of Sustainable Civil Engineering (JOSCE) Vol. 8 No. 02 (2026): JOSCE: Journal of Sustainable Civil Engineering (PROSES)
Publisher : LPPM

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47080/josce.v8i02.5023

Abstract

Conventional building planning based on two-dimensional drawings may create challenges in coordinating building elements, calculating material quantities, and preparing reliable cost estimates. This study examines the application of Building Information Modeling (BIM) to integrate design coordination, quantity take-off, construction scheduling, and cost estimation in the planning of a three-story Contractor Office Building in Serang City, Indonesia, with a total floor area of 450 m². A comparative approach was employed by developing a Level of Development (LOD) 300 model using Autodesk Revit 2023 and comparing its quantity and cost outputs with conventional planning documents. The analysis also involved clash detection and construction scheduling using Microsoft Project. The initial interference check identified 31 clashes between structural columns and tie beams. Following geometric adjustments and resolution procedures, the recheck detected no remaining interference within the tested elements and checking rules. The quantity take-off comparison showed deviations of 1.73% for reinforcement, 6.96% for formwork, and 12.58% for concrete, with conventional calculations producing higher quantities in all three categories. The resulting construction schedule indicated a planned duration of 83 working days. Furthermore, the BIM-based cost estimate amounted to IDR 1,382,971,143, compared with IDR 1,419,871,282 using conventional calculations, representing a difference of IDR 36,900,139 or 2.60%. These findings demonstrate the potential of BIM to connect geometric modeling, design coordination, quantity extraction, scheduling, and cost estimation within an integrated planning process. Nevertheless, the cost difference represents a comparison of planning estimates rather than verified savings during actual construction.
Co-Authors Daryadi Harahap Dikri Robi Euis Amelia Fitri Aida Sari M Ichwanul Yusup Mulyadi Mulyadi Nila Prasetyo Artiwi Rosdiyani, Telly Siti Rosmawati Syarifah Salma Burairah