Perencanaan Struktur Bawah Jembatan Jl. Antara Bengkalis

Nurhaliza, Siti (2020) Perencanaan Struktur Bawah Jembatan Jl. Antara Bengkalis. Undergraduate thesis, Politeknik Negeri Bengkalis.

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Abstract

Currently, the condition of the road Between Bengkalis bridge has a narrow bridge width compared to the existing road. Therefore, planning will be carried out to widen the bridge according to the width of the largest road. Planning here is focused on the design of the structure under the bridge. In planning the lower structure, data on the loading of the upper structure is needed that is in accordance with the expected width. Several methods are used to carry out structural planning under the design of concrete structures for bridges using RSNI T-12-2004, pile planning using the Notingham & Scretman 1975 method. The purpose of this thesis is to determine the carrying capacity of the foundation based on sondir data that is safe, economical, efficient and to know the calculation of the number of piles required by the foundation using the Notingham & Scretman 1975 method formula. In designing this thesis, what is discussed includes the structure under the bridge building between the abutment and the foundation. The planned foundation is a spun pile foundation . The building structure under the Senggoro Village bridge is planned to receive loads and forces from the superstructure with a span length of 13 meters, a bridge width of 21 meters and a dead load on the upper structure of 857.34 tons. 2.95 m, 21.70 m long and 3.55 m high . The bridge foundation on Jl.Antara Bengkalis Regency uses a pile foundation with a diameter of 25 cm and a pile length of 18 m. From the calculation, the single pile carrying capacity is 81,986 tons and the group pile bearing capacity is 3350.901 tons.

Item Type: Thesis (Undergraduate)
Contributors:
ContributionContributorsEmailNIDN/NIDK
Thesis advisorTifani, Efanefantifani@polbeng.ac.idNIDN1004038303
Uncontrolled Keywords: substructure, abutments, pile foundation
Subjects: 410 ILMU TEKNIK > 420 TEKNIK SIPIL DAN PERENCANAAN TATA RUANG > 421 Teknik Sipil
Divisions: Jurusan Teknik Sipil > Sarjana Terapan Teknik Perancangan Jalan Dan Jambatan > TUGAS AKHIR
Depositing User: Unnamed user with email supianto@polbeng.ac.id
Date Deposited: 03 Feb 2023 09:56
Last Modified: 03 Feb 2023 09:56
URI: http://eprints.polbeng.ac.id/id/eprint/8384

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