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Perencanaan Ulang Jembatan Jetak Bojonegoro Menggunakan Struktur PCI – Girder dan Penerapan Building Information Modelling (BIM) 5D

*Ivory Quthub Manar  -  Department of Civil Engineering and Planning, Universitas Diponegoro, Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275, Indonesia
Siti Husnul Hotimah  -  Department of Civil Engineering and Planning, Universitas Diponegoro, Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275, Indonesia
Asri Nurdiana  -  Department of Civil Engineering and Planning, Universitas Diponegoro, Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275, Indonesia
Bambang Setiabudi  -  Department of Civil Engineering and Planning, Universitas Diponegoro, Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275, Indonesia

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Abstract

The Jetak Bridge in Bojonegoro, originally a Steel Box Girder type, was redesigned using a Precast Concrete I-Girder (PCI-Girder) system to improve safety and serviceability. The new design applies BIM 5D for integrated analysis, covering structural calculation, 3D modelling, scheduling, and cost estimation. Structural planning refers to SNI 1725:2016 and related standards. The redesigned bridge has a 50 m span and 19.3 m width, supported by PCI-Girders and pile foundations. Analysis results confirm that the structure meets strength, stability, and serviceability requirements. The BIM 5D workflow produced reliable outputs for quantity take-off, cost, and project duration. The estimated construction cost is IDR 30.36 billion with a duration of 40 weeks. This study highlights that BIM 5D enhances accuracy, transparency, and efficiency in bridge planning and implementation.

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Section: Research Article
Language : ID
  1. Badan Standardisasi Nasional. (2004). SNI T-12-2004: Perencanaan struktur beton untuk jembatan. Jakarta: BSN
  2. Badan Standardisasi Nasional. (2015). SNI 1729:2015: Spesifikasi untuk bangunan gedung baja struktural. Jakarta: BSN
  3. Badan Standardisasi Nasional. (2016a). SNI 1725:2016: Beban minimum untuk perancangan jembatan. Jakarta: BSN
  4. Badan Standardisasi Nasional. (2016b). SNI 2833:2016: Tata cara perencanaan ketahanan gempa untuk jembatan. Jakarta: BSN
  5. Badan Standardisasi Nasional. (2017). SNI 8460:2017: Perencanaan geoteknik fondasi. Jakarta: BSN
  6. American Institute of Steel Construction. (2016). Specification for structural steel buildings (ANSI/AISC 360-16). Chicago, IL: AISC
  7. Illuminating Engineering Society of North America. (n.d.). The lighting handbook. New York, NY: IESNA
  8. Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2016). Spesifikasi Khusus Interim: Penerangan Jalan Umum Tenaga Surya (PJU-TS). Jakarta: Direktorat Jenderal Bina Marga
  9. Pemerintah Kota Semarang. (2025). Peraturan Wali Kota Semarang tentang Harga Satuan Pekerjaan (HSP) Konstruksi. Semarang: Pemkot Semarang

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