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Standard Practice for Design Considerations When Using Reclaimed Asphalt Shingles (RAS) in New Hot Mix Asphalt (HMA)

contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2017-09-04T16:04:39Z
date available2017-09-04T16:04:39Z
date copyright01/01/2009 (R 2011)
date issued2011
identifier otherRTPYFFAAAAAAAAAA.pdf
identifier urihttps://yse.yabesh.ir/std/handle/yse/67859
description abstractThis recommended practice provides guidance for designing new hot mix asphalt (HMA) that incorporates reclaimed asphalt shingles (RAS). Specific guidance includes design considerations, how to determine the shingle aggregate gradation, how to determine the performance grade (PG) and percentage of the virgin asphalt binder, and how to estimate the contribution of the shingle asphalt binder to the final blended binder.
Note 1—Refer to MP 15 for information specifying the use of RAS in HMA. Additionally, refer to the White Paper for Recycled Asphalt Shingle as an Additive in Hot Mix Asphalt for more details concerning the origins and development of this recommended practice.
languageEnglish
titleAASHTO PP 53num
titleStandard Practice for Design Considerations When Using Reclaimed Asphalt Shingles (RAS) in New Hot Mix Asphalt (HMA)en
typestandard
page8
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2011
contenttypefulltext


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