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<note>Perkerasan jalan didesain agar dapat melayani lalulintas yang terus meningkat. Untuk mendesain tebal perkerasan jalan baru diperlukan beberapa data-data seperti beban lalulintas, CBR tanah dasar, jenis perkerasan dan kondisi lingkungan. Ada berbagai metode yang dapat digunakan untuk desain tebal perkerasan kaku. Salah satunya metode yang bisa digunakan adalah metode Austroads 2010. Penelitian ini dilakukan untuk mendesain tebal perkerasan kaku menggunakan metode Austroads 2010 dengan mengambil data-data sekunder pada lampiran pedoman perencanaan perkerasan jalan beton semen (Pd T-14-2003). Dari penelitian ini didapatkan hasil desain lapis pondasi bawah berupa Lean-Mix Concrete (LMC) sebesar 150 mm dengan kuat tekan minimum 5 Mpa dan tebal perkerasan kaku 230 mm dengan jenis perkerasan kaku bersambung dengan tulangan. Hasil tebal perkerasan kaku metode Austroads 2010 lebih tebal dari hasil menggunakan metode Pd T-14-2003.</note>
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