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Use of reclaimed asphalt pavement (RAP) under superpave specification

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The results showed that mixtures with up to 50% RAP could be designed under superpave, provided the RAP gradation and aggregate quality were sufficent. In some cases the RAP aggregates limited the amount of RAP that could be included in a new mix design to meet the superpave gradation requirements.. In general, increasing the RAP content of a mixture increased its stiffness and decreased its shear strain, indicating increased resistance to rutting if the virgin binder grade was unchanged. To limit cracking in RAP mixtures, especially with high RAP contents, decreasing the virgin binder grade is recommended

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Ketersediaan

Informasi Detail

Judul Seri

Asphalt Paving Technology 2003, Volume 72

No. Panggil

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Penerbit

: AAPT., 2003

Deskripsi Fisik

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Bahasa

Indonesia

ISBN/ISSN

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Klasifikasi

624.131.22(063)

Tipe Isi

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Tipe Media

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Tipe Pembawa

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Edisi

-

Subjek

SUPERPAVE

Info Detail Spesifik

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Pernyataan Tanggungjawab

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Versi lain/terkait

Lampiran Berkas

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