AASHTO M 303

Standard Specification for Lime for Asphalt Mixtures

contributor author	AASHTO - American Association of State Highway and Transportation Officials
date accessioned	2017-09-04T16:05:21Z
date available	2017-09-04T16:05:21Z
date copyright	01/01/1989 (R 2010)
date issued	2010
identifier other	RVQONEAAAAAAAAAA.pdf
identifier uri	https://yse.yabesh.ir/std/handle/yse/68553
description abstract	This specification covers two types of lime to be used for reducing water susceptibility in asphalt mixtures. Type I—High calcium-hydrated lime containing maximum magnesium content, calculated as magnesium oxide, of 4 percent by mass. Compliance with chemical composition requirements shall be determined by use of T 219 (Note 1). Type II—Magnesium or dolomitic lime containing magnesium, calculated as magnesium oxide, greater than 4 but no more than 36 percent by mass. Compliance with chemical composition requirements shall be determined by use of ASTM C 25 (Note 2). The values stated in SI units are to be regarded as the standard. Note 1—Magnesium oxide content may be determined by ASTM C 25. Note 2—Except that Section 2, "Samples for Analysis," is excluded.
language	English
title	AASHTO M 303	num
title	Standard Specification for Lime for Asphalt Mixtures	en
type	standard
page	4
status	Active
tree	AASHTO - American Association of State Highway and Transportation Officials:;2010
contenttype	fulltext