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ASTM D 4311/D4311M : 2015 : REDLINE

ASTM D 4311/D4311M : 2015 : REDLINE

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

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Standard Practice for Determining Asphalt Volume Correction to a Base Temperature

Available format(s)

PDF

Superseded date

21-01-2022

Superseded by

ASTM D 4311/D4311M : 2021 : REDLINE

Language(s)

English

Published date

01-01-2015

Publisher

American Society for Testing and Materials

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PDF - English
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CONTAINED IN VOL. 04.03, 2015 Defines tables of volume correction factors which may be used to convert volumes of asphalt measured at different temperatures to a volume at a standard base temperature.

Committee
D 04
DevelopmentNote
Supersedes ASTM D 4311. (01/2010)
DocumentType
Redline
Pages
11
PublisherName
American Society for Testing and Materials
Status
Superseded
SupersededBy
Supersedes

1.1This practice provides tables of volume correction factors which may be used to convert volumes of asphalt measured at different temperatures to a volume at a standard base temperature. These tables are applicable to all types of asphalts except emulsified asphalts.

1.2This practice provides tables to convert asphalt volumes to 15°C [60°F] from volumes measured at any temperature from −25 to +275°C [0 to 500°F].

1.3The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.

Note 1:Correction factors in Table 1 and Table 2 are for use in place of correction factors provided in Guide D1250, which do not address requirements for asphalt specifications.2

(A)Use column A factors for asphalts with density at 15°C of 966 kg/m3 or higher.
(B)Use column B factors for asphalts with density at 15°C of 850 to 965 kg/m3.
(A)Use column A factors for asphalts with API gravity at [60°F] of 14.9° or less with a specific gravity [60/60°F] of 0.967 or higher.
(B)Use column B factors for asphalts with API gravity at [60°F] from 15.0° to 34.9° or with a specific gravity [60/60°F] from 0.850 to 0.966.

AASHTO T 295 : 2013 METHOD OF TEST FOR SPECIFIC GRAVITY OR API GRAVITY OF LIQUID ASPHALTS BY HYDROMETER METHOD
AASHTO T 209 : 2012 METHOD OF TEST FOR THEORETICAL MAXIMUM SPECIFIC GRAVITY (G[MM]) AND DENSITY OF HOT MIX ASPHALT (HMA)

ASTM D 3142 : 2005 Standard Test Method for Specific Gravity, API Gravity, or Density of Cutback Asphalts by Hydrometer Method
ASTM D 3289 : 2017 : REDLINE Standard Test Method for Density of Semi-Solid and Solid Asphalt Materials (Nickel Crucible Method)

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