PERENCANAAN PELAT LANTAI PADA PELEBARAN JEMBATAN AKSES MASUK DESA GRANTUNG PURBALINGGA

  • Gandjar Pamudji Fakultas Teknik, Universitas Jenderal Soedirman, Indonesia
  • Agus Maryoto Fakultas Teknik, Universitas Jenderal Soedirman, Indonesia
  • Lasmedi Afuan Fakultas Teknik, Universitas Jenderal Soedirman, Indonesia
  • Nurul Hidayat Fakultas Teknik, Universitas Jenderal Soedirman, Indonesia

Abstract

Geographically, the Bodas River passes through Grantung village, so anyone entering the village must cross a bridge with a span length of 20 meters that is 1.5 to 2 meters wide. There is only one four-wheeled vehicle that can use the narrow road over the bridge. This condition has caused Grantung village to slow down its economic growth. Efforts were made to improve the standard of living of the people of Grantung village by developing the economic sector, namely the development of tourism and religious areas. To support this and improve the ease of access to and from Grantung village, it is necessary to widen the bridge. In this activity, Unsoed collaborated with the Grantung Village Head through the application of science and technology in making detailed engineering design (DED) bridges, namely planning the superstructure of the bridge consisting of railing and pedestrian space planning, floor slabs, and girders, while the substructure consists of planning pillars, abutments, and bridge foundations. This paper emphasizes the planning of railings and the bridge floor slab as the initial part of the bridge's superstructure planning. The new bridge has a road width of 5.5 meters, a pedestrian space of 2 x 0.75 meters, and a bridge railing height of 0.75 meters. The bridge floor plate has a thickness of 20 cm using reinforced concrete with a quality of f'c = 25 MPa or equivalent to K-300; a sidewalk has a thickness of 25 cm using concrete rebates with a quality of K-250; and railing support poles have column dimensions of 15 cm x 25 cm using reinforced concrete with a quality of K-250.

References

BMS. (1992). Peraturan Perencanaan Teknis Jembatan. Jakarta: Departemen Pekerjaan Umum.
Badan Standar Nasional, SNI 1725 2016: Standar Pembebanan Untuk Jembatan. Jakarta,.
Badan Standar Nasional, SNI 2833 2008: Standar Perencanaan Ketahanan Gempa untuk Jembatan,
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H. Vaza, A. I. (2010). Perencanaan Teknik Jembatan. Jakarta: Direktorat Jenderal Bina Marga.
Manu, A. I. (1995). Dasar – dasar perencanaan jembatan beton bertulang. Jakarta: Departemen Pekerjaan Umum.
Published
2024-02-05
How to Cite
PAMUDJI, Gandjar et al. PERENCANAAN PELAT LANTAI PADA PELEBARAN JEMBATAN AKSES MASUK DESA GRANTUNG PURBALINGGA. Prosiding Seminar Nasonal LPPM UNSOED, [S.l.], v. 13, n. 1, p. 630-641, feb. 2024. ISSN 2985-9042. Available at: <https://jos.unsoed.ac.id/index.php/semnaslppm/article/view/10689>. Date accessed: 03 apr. 2025. doi: https://doi.org/10.20884/1.semnaslppm.2024.13.1.10689.

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