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Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test

AASHTO M 332

Organization:
AASHTO - American Association of State Highway and Transportation Officials
Year: 2020

Abstract: This specification covers asphalt binders graded by performance using the multiple stress creep recovery (MSCR) test. Grading designations are related to the average seven-day maximum pavement design temperature, minimum pavement design temperature, and traffic loading. This specification incorporates T 350 for determining non-recoverable creep compliance, Jnr. “S,” “H,” “V,” or “E” designations must be specified for standard, heavy, very heavy, or extremely heavy traffic loading, respectively. Note 1—For asphalt cements graded by viscosity at 60°C, see M 226. Note 2—For performance-graded asphalt binder, see M 320. To ensure that the asphalt binder exhibits elastic response, the specifying agency may require compliance with R 92
URI: http://yse.yabesh.ir/std;jsessionid=61E88EACEE69575951ED569F93908D57/handle/yse/281323
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    Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test

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contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2020-09-04T09:07:51Z
date available2020-09-04T09:07:51Z
date copyright2020
date issued2020
identifier otherHPCBOGAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;jsessionid=61E88EACEE69575951ED569F93908D57/handle/yse/281323
description abstractThis specification covers asphalt binders graded by performance using the multiple stress creep recovery (MSCR) test. Grading designations are related to the average seven-day maximum pavement design temperature, minimum pavement design temperature, and traffic loading. This specification incorporates T 350 for determining non-recoverable creep compliance, Jnr. “S,” “H,” “V,” or “E” designations must be specified for standard, heavy, very heavy, or extremely heavy traffic loading, respectively. Note 1—For asphalt cements graded by viscosity at 60°C, see M 226. Note 2—For performance-graded asphalt binder, see M 320. To ensure that the asphalt binder exhibits elastic response, the specifying agency may require compliance with R 92
languageEnglish
titleStandard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Testen
titleAASHTO M 332num
typestandard
page7
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2020
contenttypefulltext
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