Jembatan Musi V

Revisi sejak 1 Desember 2024 12.51 oleh Hysocc (bicara | kontrib) (Menambah Kategori:Jembatan Sungai Musi menggunakan HotCat)
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Jembatan Musi V adalah sebuah jembatan pada ruas Jalan Tol Kayu Agung–Palembang–Betung[3], merupakan bentang jembatan tol terpanjang di Indonesia yang melintas diatas aliran Sungai Musi[4].

Jembatan Musi V
Koordinat3°2′4.02″S 104°40′29.55″E / 3.0344500°S 104.6748750°E / -3.0344500; 104.6748750
Moda transportasi6 lajur
MelintasiSungai Musi
LokalKelurahan Keramasan, Kecamatan Kertapati, dan Kelurahan Pulo Kerto, Kecamatan Gandus, Palembang, Sumatera Selatan
PengelolaPT Waskita Sriwijaya Tol
Karakteristik
Panjang total1.700 m (5.577 ft 5 in)[1]
Lebar34 meter (112 ft)
Tinggi30 meter (98 ft)
Bentang terpanjang180 meter (591 ft)
Sejarah
Dibangun olehWaskita Tol Road[2]
Mulai dibangun2020; 4 tahun lalu (2020)
Lokasi
<mapframe>: Isi JSON bukan GeoJSON+simplestyle yang sah. Daftar ini menunjukkan semua upaya untuk menafsirkannya menurut Skema JSON. Tidak semuanya merupakan galat.
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Lokasi

Lokasi Jembatan Musi V berada di ruas Jalan Tol Kayu Agung–Palembang–Betung bagian dari Jalan Tol Trans Sumatera tepatnya pada KM 364+200 berada di perbatasan antara Kelurahan Keramasan, Kecamatan Kertapati, dan Kelurahan Pulo Kerto, Kecamatan Gandus, Palembang, Sumatera Selatan, melintas di atas aliran Sungai Musi.

Jembatan Musi V merupakan jembatan yang merupakan bagian dari ruas Jalan Tol Kayu Agung–Palembang–Betung seksi II Jakabaring - Musi Landas[5].

Penamaan

Jembatan ini dinamakan Musi V, setelah jembatan Musi I atau Jembatan Ampera di pusat kota Palembang, Jembatan Musi II di Jalan Lingkar Palembang, Jembatan Musi IV di Seberang Ulu dan Ilir Timur dan Jembatan Musi VI di Ilir Barat II dan Seberang Ulu.

Jembatan ini akan menjadi jembatan kelima yang melintasi Sungai Musi disekitar Palembang dari 6 jembatan yang direncanakan.

Sejarah

Jembatan Musi VI ini mulai dibangun pada tahun 2020 dan diharapkan dapat dibuka pada akhir tahun 2025.

Spesifikasi teknis

Jembatan Musi VI ini dibangun dengan anggaran mencapai kurang lebih 22, 16 Triliun dengan metode cantilever untuk mengurangi gangguan pada arus pelayaran kapal dan perahu di Sungai Musi yang melintas dibawah jembatan[6].

Lihat juga

Referensi