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AASHTO M 320

contributor authorAASHTO - American Association of State Highway and Transportation Officials
date accessioned2018-10-14T12:47:20Z
date available2018-10-14T12:47:20Z
date copyright2017.01.01
date issued2017
identifier otherIRQFCGAAAAAAAAAA.pdf
identifier urihttp://yse.yabesh.ir/std;query=autho47037DAVY%20-%206159DD6E273C9FCD0Facili/handle/yse/265842
description abstractScope: This specification covers asphalt binders graded by performance. Grading designations are related to the average seven-day maximum pavement design temperature and the minimum pavement design temperature. This specification contains Table 1 and Table 2. If no table is specified, the default is Table 1. Table 2 incorporates R 49 for determining the critical low cracking temperature using a combination of T 313 and T 314 test procedures. Note 1—For asphalt cements graded by viscosity at 60°C, see M 226. Note 2—R 29 provides information for determining the performance grade of an asphalt binder. Note 3—For specifying performance-graded asphalt binder using Multiple Stress Creep Recovery MSCR), see M 332.
languageEnglish
titleEnglish -- Standard Specification for Performance-Graded Asphalt Bindeen
titleAASHTO M 320num
typestandard
page8
statusActive
treeAASHTO - American Association of State Highway and Transportation Officials:;2017
contenttypefulltext


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