Electronic Theses and Dissertation

ABSTRAK
Pembangunan jembatan gantung Gp. Lamseupeung – Gp. Lambhuk bertujuan untuk menghubungkan antara 2 (dua) desa sehingga mempermudah akses masyarakat yang akan bersekolah, berdagang dan juga beribadah. Proyek pembangunan jembatan gantung Gp. Lamseupeung – Gp. Lambhuk terletak di perbatasan antara Kecamatan Ulee Kareng dengan Kecamatan Lueng Bata, Kota Banda Aceh, Provinsi Aceh.
Program magang dilaksanakan selama + 3 bulan, dimulai tanggal 19 Februari sampai dengan 20 Mei 2025. Dengan tinjauan magang yang diikuti pada proyek tersebut yaitu, menghitung berat besi tulangan Abutment Pylon sisi Lambhuk, meninjau pengujian Slump Test beton, meninjau Job Mix Formula (JMF) beton, dan menghitung volume bekisting Abutment Pylon sisi Lambhuk. Adapun manfaat magang yang diperoleh yaitu, memperoleh pemahaman tentang cara perhitungan berat besi, memperoleh pemahaman tentang cara pengujian Slump Test dan kegunaan pengujian Slump Test, mendapatkan pemahaman tentang komposisi dan takaran beton Job Mix Formula (JMF) beton, dan dapat menghitung volume kebutuhan Bekisting.
Metodologi pelaksanaan magang yaitu dengan mengobservasi langsung ketempat magang, memahami shop drawing proyek, dan berdiskusi langsung dengan pembimbing lapangan tentang pelaksanaan proyek.
Hasil yang diperoleh dari tinjauan yang diikuti selama magang adalah kebutuhan volume besi yang digunakan pada Abutment Pylon Jembatan Gantung Sisi Lambhuk adalah seberat 2.829,48 Kg. Pengujian Slump Test beton pada Proyek Pembangunan Jembatan Gantung Gp. Lamseupeung – Gp. Lambhuk telah memenuhi syarat, yaitu di dapatkan selisih antara kerucut Abrams dengan benda uji beton segar yaitu 9 cm, dimana hasil tersebut sudah masuk kriteria baik. Pada pekerjaan ini, didapati volume beton untuk Abutment Pylon sisi Lambhuk yaitu 65,45 m³. Untuk volume bahan beton dalam Abutment Pylon sisi Lambhuk, yaitu semen, pasir, batu split ukuran 2-3 cm, batu split ukuran 1-2 cm, dan air adalah 156.790 Kg. Volume bekisting pada Abutment Pylon sisi Lambhuk yaitu 1,22 m³. Kebutuhan bahan bekisting untuk Abutment Pylon sisi Lambhuk yaitu, Multiplek 22 lembar, balok kayu 105 batang, dan kayu dolken 165 batang.

Kata Kunci: Jembatan gantung, pembesian, Slump Test, Job Mix Formula (JMF) beton, volume bekisting.

ABSTRACT The construction of the Gp. Lamseupeung – Gp. Lambhuk suspension bridge aims to connect the two villages, thus facilitating access for residents who want to go to school, trade, and also worship. The Gp. Lamseupeung – Gp. Lambhuk suspension bridge construction project is located on the border between Ulee Kareng District and Lueng Bata District, Banda Aceh City, Aceh Province. The internship program was carried out for + 3 months, starting from February 19 to May 20, 2025. With an overview of the internship that was followed in the project, namely, calculating the weight of the Abutment Pylon reinforcement on the Lambhuk side, reviewing the concrete Slump Test, reviewing the Job Mix Formula (JMF) of concrete, and calculating the volume of the Abutment Pylon formwork on the Lambhuk side. The benefits of the internship obtained were, gaining an understanding of how to calculate the weight of iron, gaining an understanding of how to test the Slump Test and the use of the Slump Test, gaining an understanding of the composition and dosage of concrete Job Mix Formula (JMF), and being able to calculate the volume of Formwork requirements. The internship implementation methodology is by directly observing the internship location, understanding the project shop drawings, and discussing directly with the field supervisor about the project implementation. The results obtained from the review followed during the internship are the volume of iron needed for the Abutment Pylon of the Lambhuk Side Suspension Bridge is 2,829.48 kg. The concrete slump test on the Gp. Lamseupeung – Gp. Lambhuk Suspension Bridge Construction Project has met the requirements, namely the difference between the Abrams cone and the fresh concrete test object is 9 cm, where the results have entered the good criteria. In this work, the volume of concrete for the Lambhuk side Abutment Pylon is 65.45 m³. For the volume of concrete materials in the Lambhuk side Abutment Pylon, namely cement, sand, 2-3 cm split stone, 1-2 cm split stone, and water is 156,790 kg. The formwork volume on the Lambhuk side Abutment Pylon is 1.22 m³. The formwork material requirements for the Lambhuk side Abutment Pylon are 22 sheets of plywood, 105 wooden beams, and 165 dolken wood. Keywords: Suspension bridge, reinforcement, Slump Test, Job Mix Formula (JMF) concrete, formwork volume.