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All Journal Journal of Engineering and Technological Sciences FROPIL (Forum Profesional Teknik Sipil) JURNAL KAJIAN TEKNIK SIPIL Menara: Jurnal Teknik Sipil G-Tech : Jurnal Teknologi Terapan Nusantara Hasana Journal STATIKA: Jurnal Teknik Sipil Jurnal Pengabdian Masyarakat Bhinneka Jurnal Pengabdian Masyarakat Bangsa Jurnal Teknik Sipil
Sitepu, Arif Rahman Hakim
Program Studi Teknik Sipil, Fakultas Teknologi Insfrastruktur Dan Kewilayahan, Insitut Teknologi Sumatera
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Journal : G-Tech : Jurnal Teknologi Terapan

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Superstructure Design of PCI Girder Bridge (Case Study: Bridge Project in Padang Pariaman, West Sumatera) Yudi, Ahmad; Ramadhan, Fadhilah; Kirtinanda P., Kirtinanda P.; Sitepu, Arif Rahman Hakim
G-Tech: Jurnal Teknologi Terapan Vol 9 No 3 (2025): G-Tech, Vol. 9 No. 3 July 2025
Publisher : Universitas Islam Raden Rahmat, Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.70609/g-tech.v9i3.7224

Abstract

This study was conducted in response to the damage of the Padang Pariaman Bridge, which had exceeded its service life, further worsened by a flood disaster in 2023 in Padang Pariaman, West Sumatra.  The bridge redesign in this study adopts a PCI Girder type with a span of 35 meters. Load calculations refer to SNI 1725:2016, and structural analysis was carried out using MIDAS Civil software. The bridge design follows the AASHTO LRFD 2007 standards, covering the determination of the number and layout of tendons, loss of prestress analysis, concrete stress evaluation, deflection checks, and shear capacity design. The design results in this study serve as a redesign of the damaged bridge in Padang Pariaman, with adjustments made to the load combinations and response spectrum parameters specific to the region. The analysis results indicate the use of PCI Girder type H-170 with 64 strands divided into 4 tendons. A total prestress loss of 17.94% or 333.77 MPa occurred at midspan. The concrete section stresses remain below the limits specified in the standards, ensuring the section is safe from cracking. Additionally, deflection caused by the combination of vehicle and service loads remains within permissible limits. The bridge design also requires shear reinforcement with D13-200 specifications.
Co-Authors A. Nurlela A. Salsabila Ahmad Yudi AJ. Tampubolon Alexander Wicaksono Budiarto Andry Yuliyanto Aprilia, Ayu Sinta Apriwelni, Siska Ayudia Hardiyani Kiranaratri Berkah Nadi, M. Abi Bernaditha Catur Marina Budi Ribowo, Anggarani Cahyo Agung Saputra CE. Sigalingging D. Nofria Riska Dallis Evalinesuri, Agnes Delfinna, R. Dian Perwitasari Ekaputra, Reza Asriandi F. Silalahi Fadillah Sabri FB. Lestari Fitriana, Indri Rahmandhani G. Sembiring Galih Rio Prayogi Haloho, Stefany Hazizi, S. Idrus Muhammad Alatas Ilpandari, Ilpandari Ina Asha Nurjanah Julita Hayati Junita Eka Susanti Khanza, Ayu Kamila Kurnianingtyas, Erlina Kurniawan, rah Lindawati Lindawati M Gilang Indra Mardika Marina, Bernaditha Catur Masyhur Irsyam Maudy Anisa Fanani Michael Michael Miskar Maini ML. Lazuardi Mohammad Anwar Fathoni Nadi, Abi Berkah Nadi, Muhammad Abi Berkah Novalina, Winny Nurlela, Aiga P Kirtinanda P, Kirtinanda P., Kirtinanda Panji Asmara, Rawid Putri Ayu Dwiyana R. Delfinna R. Shabirah R. Sitinjak Rahmat Kurniawan Rahmat Kurniawan Ramadhan, Fadhilah Rendy Dwi Kartiko Riyan Hari Putra S. Hazizi S., Andi Sajid, Ahmad Salsabila, A. Satrio Adrian Shabirah, R. Shafira Annisa Putri Sigalingging, CE. Sihombing, Tera Melya Patrice Simanjuntak, Indi Rezki Uli Sinta Aprilia, Ayu Sinuraya, William Zones Siti Rahma Sugeng Krisnanto Syahidus Syuhada Tambunan, Hermon Frederik Tiorivaldi Tiorivaldi Tyagita Utami, Erdina Utami, Erdina Tyagita YA. Gurning Yuliyanto, Andry Zhafira, Elian