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Standard Practice for Design Considerations When Using Reclaimed Asphalt Shingles (RAS) in Asphalt Mixtures

contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2017-09-04T17:30:27Z
date available2017-09-04T17:30:27Z
date copyright2014.01.01
date issued2014
identifier otherCUYLIFAAAAAAAAAA.pdf
identifier urihttps://yse.yabesh.ir/std/handle/yse/153468
description abstractThis recommended practice provides guidance for designing asphalt mixtures that incorporates reclaimed asphalt shingles (RAS) from manufactured waste or tear-off sources. Specific guidance includes design considerations, how to determine the shingle aggregate gradation, and how to determine the performance grade (PG) of the binder.
Note 1—Refer to MP 23 for baseline information (source requirements, shingle gradation, and deleterious requirements) to consider when using RAS in asphalt mixtures.
languageEnglish
titleAASHTO PP 78num
titleStandard Practice for Design Considerations When Using Reclaimed Asphalt Shingles (RAS) in Asphalt Mixturesen
typestandard
page6
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2014
contenttypefulltext


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