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AASHTO M 303
Standard Specification for Lime for Asphalt Mixtures
Year: 2010
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.
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.
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| 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 |