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ASTM D4215-07

(Specification)

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

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

ABSTRACT
This specification covers cold-mixed, cold-laid and recycled cold-mixed, cold-laid bituminous paving mixtures for base, binder, leveling, and surface courses. The following shall conform to the specified requirements: coarse and fine aggregates, mineral filler, bitumen, and composition of bituminous paving mixtures. The equipment for mixing shall be one of the following: central plant, travel plant, and grand or drag. The mixing operations are detailed and includes: (1) aggregate storage, (2) old bituminous pavement, (3) preparation of bitumen, (4) preparation and handling of mineral aggregates, (5) preparation and handling of bitumen aggregates for recycling, (6) preparation of mixture, and (7) mixing plant inspection. The tests methods that shall be used to determine the properties are sieve analysis of aggregates, sieve analysis of mineral filler, determination of bitumen content, specific gravity of coarse aggregate, specific gravity of coarse aggregate, plasticity index, and percentage of coated particles.
SCOPE
1.1 This specification covers cold-mixed, cold-laid and recycled cold-mixed, cold-laid bituminous paving mixtures for base, binder, leveling, and surface courses.

General Information

Status
Historical
Publication Date
31-Jul-2007
ICS
91.100.50 - Binders. Sealing materials
93.080.20 - Road construction materials
Technical Committee
D04 - Road and Paving Materials
Drafting Committee
D04.27 - Cold Mix Asphalts
Current Stage
Ref Project

Relations

Replaces
ASTM D4215-96(2002) - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
Effective Date
01-Aug-2007
Referred By
ASTM D2489/D2489M-16 - Standard Test Method for Estimating Degree of Particle Coating of Asphalt Mixtures
Effective Date
01-Aug-2007
Referred By
ASTM D6155-19 - Standard Specification for Nontraditional Coarse Aggregates for Asphalt Paving Mixtures
Effective Date
01-Aug-2007
Referred By
ASTM D692/D692M-20 - Standard Specification for Coarse Aggregate for Asphalt Paving Mixtures
Effective Date
01-Aug-2007
Referred By
ASTM D8418-21 - Standard Guide for Material and Construction Standards Related to Sustainability Within Committee D04
Effective Date
01-Aug-2007
Referred By
ASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures
Effective Date
01-Aug-2007

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ASTM D4215-07 - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving MixturesASTM D4215-07 - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
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ASTM D4215-07 - Standard Specification for Cold-Mixed, Cold-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: D4215 −07
StandardSpecification for
1
Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
This standard is issued under the fixed designation D4215; 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 (´) indicates an editorial change since the last revision or reapproval.
1. Scope D2028 Specification for Cutback Asphalt (Rapid-Curing
Type)
1.1 This specification covers cold-mixed, cold-laid and
D2172 Test Methods for Quantitative Extraction of Bitumen
recycled cold-mixed, cold-laid bituminous paving mixtures for
From Bituminous Paving Mixtures
base, binder, leveling, and surface courses.
D2397 Specification for Cationic Emulsified Asphalt
D2399 Practice for Selection of Cutback Asphalts
2. Referenced Documents
D2489 Practice for Estimating Degree of Particle Coating of
2
2.1 ASTM Standards:
Bituminous-Aggregate Mixtures
C127 Test Method for Density, Relative Density (Specific
D3515 Specification for Hot-Mixed, Hot-Laid Bituminous
3
Gravity), and Absorption of Coarse Aggregate 4
Paving Mixtures (Withdrawn 2009)
C128 Test Method for Density, Relative Density (Specific
D3628 PracticeforSelectionandUseofEmulsifiedAsphalts
3
Gravity), and Absorption of Fine Aggregate
D4318 Test Methods for Liquid Limit, Plastic Limit, and
C136 Test Method for Sieve Analysis of Fine and Coarse
Plasticity Index of Soils
3
Aggregates
E145 Specification for Gravity-Convection and Forced-
D8 Terminology Relating to Materials for Roads and Pave-
Ventilation Ovens
ments
D75 Practice for Sampling Aggregates
3. Terminology
D140 Practice for Sampling Bituminous Materials
3.1 Definitions are in accordance with Terminology D8.
D242 Specification for Mineral Filler For Bituminous Pav-
ing Mixtures
3.2 Definitions of Terms Specific to This Standard:
D448 Classification for Sizes of Aggregate for Road and 3.2.1 cold-mixed, cold-laid bituminous paving mixtures—
Bridge Construction
mixtures of coarse and fine aggregates, or coarse or fine
D546 Test Method for Sieve Analysis of Mineral Filler for aggregate alone, with or without mineral filler, uniformly
Bituminous Paving Mixtures
mixed and laid at or near ambient temperature.
D692 Specification for Coarse Aggregate for Bituminous
3.2.2 cold-mixed, cold-laid recycled bituminous paving
Paving Mixtures
mixtures—mixtures of bitumen aggregate for recycling with
D977 Specification for Emulsified Asphalt
additional mineral aggregate as necessary, with or without
D979 Practice for Sampling Bituminous Paving Mixtures
mineral filler, mixed at or near ambient temperatures with
D1073 Specification for Fine Aggregate for Bituminous
additional bitumen.
Paving Mixtures
3.2.3 bitumen-aggregate for recycling—bituminous pave-
D2026 Specification for Cutback Asphalt (Slow-Curing
ment or paving mixture removed from its original location and
Type)
reduced by suitable means, after removal or in place, to such
D2027 Specification for Cutback Asphalt (Medium-Curing
particle size as may be required for use in cold-mixed,
Type)
cold-laid recycled bituminous paving mixtures.
4. Ordering Information
1
This specification is under the jurisdiction of ASTM Committee D04 on Road
and Paving Materials and is the direct responsibility of Subcommittee D04.27 on
4.1 Orders for cold bituminous paving mixtures under this
Cold Mix Asphalts.
specification shall include the following information:
Current edition approved Aug. 1, 2007. Published August 2007. Originally
4.1.1 Type of bitumen (emulsified asphalt, cutback asphalt),
approved in 1982. Last previous edition approved in 2002 as D4215 – 96 (2002).
DOI: 10.1520/D4215-07.
4.1.2 Grade of bitumen,
2
For referenced ASTM standards, visit the ASTM website, www.astm.org, or
contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM
Standards volume information, refer to the standard’s Document Summary page on
4
the ASTM website. The last approved version of this historical standard is referenced on
3
Withdrawn. www.astm.org.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
1

---------------------- Page: 1 ----------------------
D4215 − 07
4.1.3 The composition of the bituminous paving mixture 8. Composition of Bituminous Paving Mixtures
(dense mixture and mix designation; open mixture and mix
8.1 The mixture shall conform to one of the compositions
designation; open graded friction course mixture and mix
by weight given in Table number 1 of Specification D3515.
designation),
NOTE 4—The mix designation selected should be determined by the
4.1.4 The maximum percentage of bitumen aggregate for
intended use, thickness of paving courses, and desired texture. The
recycling permitted in the m
...

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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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SCOPE
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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.
SCOPE
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.  
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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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