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ASTM D3515-96

(Specification)

Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures

Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures

SCOPE
1.1 This specification covers hot-mixed, hot-laid asphalt, tar, emulsified asphalt, and recycled bituminous paving mixtures for base, binder, leveling, and surface courses.  
1.2 The values stated in SI units are to be regarded as the standard. Combining values from the two systems may result in nonconformance with the standard.
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

General Information

Status
Historical
Publication Date
09-Jun-2001
ICS
91.100.50 - Binders. Sealing materials
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.23 - Plant-Mixed Asphalt Surfaces and Bases
Current Stage
Ref Project

Relations

Replaced By
ASTM D3515-01 - Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures (Withdrawn 2009)
Effective Date
10-Jun-2001

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ASTM D3515-96 - Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving MixturesASTM D3515-96 - Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures
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ASTM D3515-96 - Standard Specification for Hot-Mixed, Hot-Laid Bituminous Paving Mixtures
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Standards Content (Sample)

NOTICE: This standard has either been superseded and replaced by a new version or
withdrawn. Contact ASTM International (www.astm.org) for the latest information.
Designation: D 3515 – 96
AMERICAN SOCIETY FOR TESTING AND MATERIALS
100 Barr Harbor Dr., West Conshohocken, PA 19428
Reprinted from the Annual Book of ASTM Standards. Copyright ASTM
Standard Specification for
1
Hot-Mixed, Hot-Laid Bituminous Paving Mixtures
This standard is issued under the fixed designation D 3515; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. A
superscript epsilon (e) indicates an editorial change since the last revision or reapproval.
1. Scope D 979 Test Methods for Sampling Bituminous Paving Mix-
3
tures
1.1 This specification covers hot-mixed, hot-laid asphalt,
D 995 Specification for Mixing Plants for Hot-Mixed, Hot-
tar, emulsified asphalt, and recycled bituminous paving mix-
3
Laid Bituminous Paving Mixtures
tures for base, binder, leveling, and surface courses.
D 1073 Specification for Fine Aggregate for Bituminous
1.2 The values stated in inch-pound units are to be regarded
3
Paving Mixtures
as the standard. The SI units in parentheses are for information
D 1856 Test Method for Recovery of Asphalt from Solution
only.
3
by Abson Method
1.3 This standard does not purport to address all of the
D 2171 Test Method for Viscosity of Asphalts by Vacuum
safety concerns, if any, associated with its use. It is the
3
Capillary Viscometer
responsibility of the user of this standard to establish appro-
D 2172 Test Method for Quantitative Extraction of Bitumen
priate safety and health practices and determine the applica-
3
from Bituminous Paving Mixtures
bility of regulatory limitations prior to use.
D 2489 Test Method for Degree of Particle Coating of
3
Bituminous-Aggregate Mixtures
2. Referenced Documents
D 3381 Specification for Viscosity-Graded Asphalt Cement
2.1 ASTM Standards:
3
for Use in Pavement Construction
C 127 Test Method for Specific Gravity and Absorption of
2
D 4318 Test Method for Liquid Limit, Plastic Limit, and
Coarse Aggregate
4
Plasticity Index of Soils
C 128 Test Method for Specific Gravity and Absorption of
2
D 4552 Practice for Classifying Hot-Mix Recycling
Fine Aggregate
3
Agents
C 136 Test Method for Sieve Analysis of Fine and Coarse
2
Aggregates
3
3. Terminology
D 5 Test Method for Penetration of Bituminous Materials
D 8 Terminology Relating to Materials for Roads and Pave-
3.1 Definitions are in accordance with Terminology D 8.
ments
3.2 Definitions:
3
D 75 Practice for Sampling Aggregates
3.2.1 bitumen aggregate for recycling—bituminous pave-
3
D 140 Practice for Sampling Bituminous Materials
ment or paving mixture removed from its original location and
D 242 Specification for Mineral Filler for Bituminous Pav-
reduced by suitable means to such particle size as may be
3
ing Mixtures
required for use in hot-mixed, hot-laid recycled bituminous
D 448 Classification for Sizes of Aggregate for Road and
paving mixtures.
3
Bridge Construction
3 NOTE 1—Alternative terminology may be used for bitumen aggregate
D 490 Specification for Road Tar
for recycling so long as the terms are defined or understood to refer to the
D 546 Test Method for Sieve Analysis of Mineral Filler for
same material. Reclaimed asphalt pavement (RAP) that has been removed
3
Road and Paving Materials
from its original location and reduced in size as may be required.
D 692 Specification for Coarse Aggregate for Bituminous
3
3.2.2 hot-mixed, hot-laid paving mixtures—mixtures of
Paving Mixtures
coarse and fine aggregate or fine aggregate alone, with or
D 946 Specification for Penetration-Graded Asphalt Ce-
3
without mineral filler, uniformly mixed with asphalt, tar, or
ment for Use in Pavement Construction
3
emulsified asphalt.
D 977 Specification for Emulsified Asphalt
3.2.3 hot-mixed, hot-laid recycled bituminous paving
mixtures—mixtures of bitumen aggregate for recycling with or
1
This specification is under the jurisdiction of ASTM Committee D-4 on Road without mineral aggregates and mineral filler, mixed at el-
and Paving Materials and is the direct responsibility of Subcommittee D04.23 on
evated temperatures with or without additional bitumen.
Plant-Mix Bituminous Surfaces and Bases.
Current edition approved May 10, 1996. Published July 1996. Originally
published as D 3515 – 76a. Last previous edition D 3515 – 89.
2
Annual Book of ASTM Standards, Vol 04.02.
3 4
Annual Book of ASTM Standards, Vol 04.03. Annual Book of ASTM Standards, Vol 04.08.
1

---------------------- Page: 1 ----------------------
D 3515
4. Ordering Information shown that satisfactory performance will result.
7.5 When hot-mixed hot-laid recycled bituminous paving
4.1 Orders for bituminous paving mixtures under this speci-
mixtures are produced, bitumen conforming to Specification
fication shall include the following information:
D 946,
...

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4.1 Sampling is as important as testing, and precautions shall be taken to obtain samples to show the true nature and condition of the materials.  
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Standard Guide for the Use of Foundry Sand in Asphalt Mixtures

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1.2 This guide is for use by contractors, foundry sand suppliers, or other purchasers as part of the purchase document describing the material to be furnished. Those responsible for selecting the proportions for the asphalt mixture should have the responsibility of determining the proportions of foundry sand as a fine aggregate.  
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Standard Test Method for Determination of Density and Relative Density of Asphalt, Semi-Solid Bituminous Materials, and Soft-Tar Pitch by Use of a Digital Density Meter (U-Tube)

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5.1 Values of density are used for converting volumes to units of mass and for correcting measured volumes at the measured temperature to a standard temperature using Practice D4311/D4311M.
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ASTM D2170/D2170M-22(Test Method)
Standard Test Method for Kinematic Viscosity of Asphalts

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5.1 The kinematic viscosity characterizes flow behavior. The method is used to determine the consistency of liquid asphalt as one element in establishing the uniformity of shipments or sources of supply. The specifications are usually at temperatures of 60 and 135 °C.
Note 3: The quality of the results produced by this standard are dependent on the competence of the personnel performing the procedure and the capability, calibration, and maintenance of the equipment used. Agencies that meet the criteria of Specification D3666 are generally considered capable of competent and objective testing, sampling, inspection, etc. Users of this standard are cautioned that compliance with Specification D3666 alone does not completely ensure reliable results. Reliable results depend on many factors; following the suggestions of Specification D3666 or some similar acceptable guideline provides a means of evaluating and controlling some of those factors.
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1.1 This test method covers procedures for the determination of kinematic viscosity of liquid asphalts, road oils, and distillation residues of liquid asphalts all at 60 °C [140 °F] and of liquid asphalt binders at 135 °C [275 °F] (see table notes, 11.1) in the range from 6 to 100 000 mm2/s [cSt].  
1.2 Results of this test method can be used to calculate viscosity when the density of the test material at the test temperature is known or can be determined. See Annex A1 for the method of calculation.  
Note 1: This test method is suitable for use at other temperatures and at lower kinematic viscosities, but the precision is based on determinations on liquid asphalts and road oils at 60 °C [140 °F] and on asphalt binders at 135 °C [275 °F] only in the viscosity range from 30 to 6000 mm2/s [cSt].
Note 2: Modified asphalt binders or asphalt binders that have been conditioned or recovered are typically non-Newtonian under the conditions of this test. The viscosity determined from this method is under the assumption that asphalt binders behave as Newtonian fluids under the conditions of this test. When the flow is non-Newtonian in a capillary tube, the shear rate determined by this method may be invalid. The presence of non-Newtonian behavior for the test conditions can be verified by measuring the viscosity with viscometers having different-sized capillary tubes. The defined precision limits in 11.1 may not be applicable to non-Newtonian asphalt binders.  
1.3 Warning—Mercury has been designated by the United States Environmental Protection Agency (EPA) and many state agencies as a hazardous material that can cause central nervous system, kidney, and liver damage. Mercury, or its vapor, may be hazardous to health and corrosive to materials. Caution should be taken when handling mercury and mercury-containing products. See the applicable product Material Safety Data Sheet (MSDS) or Safety Data Sheet (SDS) for details and the EPA’s website—http://www.epa.gov/mercury/faq.htm—for additional information. Users should be aware that selling mercury, mercury-containing products, or both, in your state may be prohibited by state law.  
1.4 The 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 nonconformance with the standard.  
1.5 The text of this standard references notes and footnotes that provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior ...

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ASTM D1461-17(2022)(Test Method)
Standard Test Method for Moisture or Volatile Distillates in Asphalt Mixtures

SIGNIFICANCE AND USE
3.1 This test method is used for determining either the amount of moisture or the amount of volatile petroleum distillates in asphalt mixtures.  
3.2 Applicable standards are those in which measurements or calibrations are made, samples are procured, or products are selected.3
SCOPE
1.1 This test method covers the determination, by direct measurement, of moisture or volatile fractions of the asphalt in asphalt mixtures.  
1.2 The values stated in SI units are to be regarded as the standard. No other units of measurement are included in this standard.  
1.3 The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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ASTM D3289-17(2022)(Test Method)
Standard Test Method for Density of Semi-Solid and Solid Asphalt Materials (Nickel Crucible Method)

SIGNIFICANCE AND USE
5.1 Values of density are used for converting volumes to units of mass, and for correcting measured volumes from the temperature of measurement to a standard temperature using Practice D4311/D4311M.
SCOPE
1.1 This test method covers the determination of the density of semi-solid and solid asphalt materials by weighing in air and in water.
Note 1: An alternate method for determining the density of semi-solid and solid asphalt materials is Test Method D70/D70M. For materials which are too fluid for use of this method, use Test Method D3142/D3142M.  
1.2 The values stated in SI units are to be regarded as the standard. No other units of measurement are included in this standard.  
1.3 Warning— Mercury has been designated by the United States Environmental Protection Agency (EPA) and many state agencies as a hazardous material that can cause central nervous system, kidney, and liver damage. Mercury or its vapor may be hazardous to health and corrosive to materials. Caution should be taken when handling mercury and mercury-containing products. See the applicable product Safety Data Sheet (SDS) for details and EPA’s website—www.epa.gov/mercury/faq.htm—for additional information. Users should be aware that selling mercury, mercury-containing products, or both, in your state may be prohibited by state law.  
1.4 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.

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