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<title><![CDATA[EVALUASI UMUR SISA BERDASARKAN NILAI IRI DAN LENDUTAN PADA PERKERASAN JALAN KAKU]]></title>
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<namePart>GILANG PERMANA / 222019129</namePart>
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<note>Jalan merupakan prasarana transportasi darat yang memudahkan lalu lintas dari suatu tempat ke tempat yang lainnya dengan cepat dan mudah. Dalam merencanakan jalan dibutuhkan juga memprediksi umur sisa. Penelitian ini bertujuan untuk mengevaluasi umur sisa perkerasan menggunakan Pedoman Bina Marga No. 07/P/BM/2021 dan mengetahui korelasi nilai umur sisa IRI dan Lendutan. Umur sisa perkerasan pada penelitian ini ditentukan berdasarkan nilai International Roughness Index (IRI) dan lendutan hasil pengujian FWD. Evaluasi umur sisa perkerasan ini dilakukan dengan menghitung nilai struktural perkerasan dan sisa kapasitas struktural. Hasil nilai umur sisa perkerasan pada Ruas Jalan Tol Bakauheni – Terbanggi Besar STA 0+000 – STA 11+200 berdasarkan nilai IRI rata-rata umur sisa pada arah A sebesar 49,068 tahun sedangkan arah B sebesar 43,689 tahun dan nilai umur sisa berdasarkan nilai lendutan pengujian FWD rata rata pada arah A sebesar 2,322 tahun sedangkan arah B sebesar 2,855 tahun. Jika dilihat keseluruhan nilai umur sisa berdasarkan nilai IRI lebih besar dibandingkan nilai umur sisa berdasarkan nilai lendutan hasil pengujian FWD.</note>
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