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<title><![CDATA[KAJIAN PENGARUH TEMPERATUR TERHADAP PERENCANAAN TEBAL PERKERASAN LENTUR DENGAN METODE BINA MARGA 2017]]></title>
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<note>Campuran aspal bersifat viskoelastis dimana kekakuan modulus dari campuran beraspal berubah terhadap temperatur. Bina Marga dalam Manual Desain Perkerasan No 02/M/BM/2017 menetapkan temperatur perkerasan beraspal ditetapkan berdasarkan asumsi weight mean asphalt pavement temperature (WMAPT) 41o. Penelitian ini mengkaji perubahan nilai modulus campuran beraspal melalui skenario WMAPT 38o sampai dengan 50o. Data lalu lintas harian rata-rata tahunan berasal dari Jalan P.B. Sudirman, Lamongan, Jawa Timur. Nilai modulus campuran beraspal dihitung menggunakan metode Bina Marga 2017 dan AASHTO’93. Hasil kajian pada temperature 44o, 45o, 46o, 47o metode nilai modulus Bina Marga 2017 menghasilkan perkerasan lebih tebal dari AASHTO’93 sebesar 35 mm. Pada Temperatur 38o dan 39o metode nilai modulus Bina Marga 2017 menghasilkan perkerasan yang lebih tipis dari AASHTO’93 sebesar 30 mm sedangkan pada temperatur 40o, 41o, 42o, 43o, 48o, 49o, dan 50o menghasilkan tebal perkerasan yang sama pada kedua metode.</note>
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