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<note>Jembatan memiliki berbagai macam jenis dan tipe bangunan atas yang ada. Struktur atas jembatan merupakan bagian-bagian jembatan yang memindahkan beban-beban lantai jembatan ke arah perletakan horizontal yang meliputi gelagar utama, diafragma, pelat lantai jembatan, perletakan dan pelat injak. Dilakukan modifikasi bentuk variasi diafragma pada jembatanan dengan bentang yang sama pada penelitian ini bertujuang untuk mengetahui desain alternatif mana yang menghasilkan jembatan yang memenuhi persyaratan dan paling optimal dari segi kekuatan, kekakuan. Hasil penelitian menunjukan bahwa jembatan eksisting dengan variasi bentuk diafragma V dapat dijadikan alternatif desain jembatan, dengan hasil pemeriksaan pada nilai tegangan rasio yang di peroleh kurang dari 1, nilai lendutan yang terjadi sebesar 40,3637 mm kurang dari lendutan yang diizinkan yaitu sebesar 100 mm.</note>
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