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Standard Specification for Determination of Optimum Asphalt Content of Cold Recycled Mixture with Foamed Asphalt

AASHTO PP 94

Organization:
AASHTO - American Association of State Highway and Transportation Officials
Year: 2018

Abstract: This standard practice for cold recycling mix design is used to determine the amount of foamed asphalt, water, and other additives when using cold recycling (CR) of asphalt pavements, which includes cold in-place recycling (CIR) or cold central plant recycling (CCPR). The mix design is based on the strength properties of cold recycled mixture. The values stated in SI units are to be regarded as the standard. This standard practice may involve hazardous materials, operations, and equipment. This standard practice does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this procedure to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use
URI: https://lib.yabesh.ir/std/handle/yse/280809
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    Standard Specification for Determination of Optimum Asphalt Content of Cold Recycled Mixture with Foamed Asphalt

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contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2020-08-07T18:32:22Z
date available2020-08-07T18:32:22Z
date issued2018
identifier otherGRSGGGAAAAAAAAAA.pdf
identifier urihttps://lib.yabesh.ir/std/handle/yse/280809
description abstractThis standard practice for cold recycling mix design is used to determine the amount of foamed asphalt, water, and other additives when using cold recycling (CR) of asphalt pavements, which includes cold in-place recycling (CIR) or cold central plant recycling (CCPR). The mix design is based on the strength properties of cold recycled mixture. The values stated in SI units are to be regarded as the standard. This standard practice may involve hazardous materials, operations, and equipment. This standard practice does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this procedure to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use
languageEnglish
titleStandard Specification for Determination of Optimum Asphalt Content of Cold Recycled Mixture with Foamed Asphalten
titleAASHTO PP 94num
typestandard
page8
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2018
contenttypefulltext
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