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<note>Jembatan Kopo pada lajur Tol Padaleunyi segmen jalan Tol Buah Batu-Kopo dibuat untuk melintasi jalan Kopo-Soreang. Jembatan ini dirancang menggunakan sistem struktur box girder dengan material beton bertulang. Pada tugas akhir ini dilakukan perancangan kembali sebagai alternatif lain dari jembatan deck girder yaitu dengan sistem struktur rangka tipe Arch (Pelengkung) dengan material baja. Selain itu tujuan perencanaan kembali dilakukan untuk membandingkan biaya konstruksi struktur atas jembatan rangka baja dengan box girder. Jembatan ini direncanakan dengan panjang 48 m dan lebar 29,6 m yang terdiri dari bahu kiri dan kanan selebar 3 m. struktur atas jembatan berbentuk lengkung dengan penggantung dan sistem perletakan terdiri dari 2 buah Abutment.</note>
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