iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
ASTM

ASTM D4215-96(2002)

(Specification)

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

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

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
09-May-1996
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 - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
Effective Date
10-May-1996
Replaced By
ASTM D4215-07 - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
Effective Date
01-Aug-2007
Referred By
ASTM D6155-19 - Standard Specification for Nontraditional Coarse Aggregates for Asphalt Paving Mixtures
Effective Date
10-May-1996
Referred By
ASTM D2489/D2489M-16 - Standard Test Method for Estimating Degree of Particle Coating of Asphalt Mixtures
Effective Date
10-May-1996
Referred By
ASTM D5106-22 - Standard Specification for Steel Slag Aggregates for Asphalt Paving Mixtures
Effective Date
10-May-1996
Referred By
ASTM D692/D692M-20 - Standard Specification for Coarse Aggregate for Asphalt Paving Mixtures
Effective Date
10-May-1996
Referred By
ASTM D8418-21 - Standard Guide for Material and Construction Standards Related to Sustainability Within Committee D04
Effective Date
10-May-1996

Buy Standard

ASTM D4215-96(2002) - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving MixturesASTM D4215-96(2002) - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
PreviousNext
Technical specification
ASTM D4215-96(2002) - Standard Specification for Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
English language
3 pages
sale 15% off
Preview
sale 15% off
Preview

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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.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 4215 – 96 (Reapproved 2002)
Standard Specification for
Cold-Mixed, Cold-Laid Bituminous Paving Mixtures
This standard is issued under the fixed designation D 4215; 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 2172 Test Methods for Quantitative Extraction of Bitu-
men from Bituminous Paving Mixtures
1.1 This specification covers cold-mixed, cold-laid and
D 2397 Specification for Cationic Emulsified Asphalt
recycled cold-mixed, cold-laid bituminous paving mixtures for
D 2399 Practice for Selection of Cutback Asphalts
base, binder, leveling, and surface courses.
D 2489 Test Method for Estimating Degree of Particle
2. Referenced Documents Coating of Bituminous-Aggregate Mixtures
D 2728 Practice for Paving Uses andApplication Tempera-
2.1 ASTM Standards:
tures for Road Tars
C 127 Test Method for Density, Relative Density, (Specific
D 3515 Specification for Hot-Mixed, Hot-Laid Bituminous
Gravity) and Absorption of Coarse Aggregate
Paving Mixtures
C 128 Test Method for Density, Relative Density (Specific
D 3628 Practice for Selection and Use of Emulsified As-
Gravity) and Absorption of Fine Aggregate
phalts
C 136 Test Method for Sieve Analysis of Fine and Coarse
D 4318 Test Method for Liquid Limit, Plastic Limit, and
Aggregates
Plasticity Index of Soils
D 8 Terminology Relating to Materials for Roads and Pave-
E 145 Specification for Gravity-Convection and Forced-
ments
Ventilation Ovens
D 75 Practice for Sampling Aggregates
D 140 Practice for Sampling Bituminous Materials
3. Terminology
D 242 Specification for Mineral Filler for Bituminous Pav-
3.1 Definitions are in accordance with Terminology D 8.
ing Mixtures
3.2 Definitions of Terms Specific to This Standard:
D 448 Classification for Sizes of Aggregate for Road and
3.2.1 cold-mixed, cold-laid bituminous paving mixtures—
Bridge Construction
3 mixtures of coarse and fine aggregates, or coarse or fine
D 490 Specification for Road Tar
aggregate alone, with or without mineral filler, uniformly
D 546 Test Method for SieveAnalysis of Mineral Filler for
3 mixed and laid at or near ambient temperature.
Bituminous Paving Materials
3.2.2 cold-mixed, cold-laid recycled bituminous paving
D 692 Specification for Coarse Aggregate for Bituminous
3 mixtures—mixtures of bitumen aggregate for recycling with
Paving Mixtures
additional mineral aggregate as necessary, with or without
D 977 Specification for Emulsified Asphalt
3 mineral filler, mixed at or near ambient temperatures with
D 979 Practice for Sampling Bituminous Paving Mixtures
additional bitumen.
D 1073 Specification for Fine Aggregate for Bituminous
3 3.2.3 bitumen-aggregate for recycling—bituminous pave-
Paving Mixtures
ment or paving mixture removed from its original location and
D 2026 Specification for Cutback Asphalt (Slow-Curing
3 reduced by suitable means, after removal or in place, to such
Type)
particle size as may be required for use in cold-mixed,
D 2027 Specification for CutbackAsphalt (Medium-Curing
cold-laid recycled bituminous paving mixtures.
Type)
D 2028 Specification for Cutback Asphalt (Rapid-Curing
4. Ordering Information
Type)
4.1 Orders for cold bituminous paving mixtures under this
specification shall include the following information:
This specification is under the jurisdiction of ASTM Committee D04 on Road
4.1.1 Type of bitumen (emulsified asphalt, cutback asphalt,
and Paving Materials and is the direct responsibility of Subcommittee D04.27 on
or tar),
Cold Mix Asphalts.
Current edition approved May 10, 1996. Published July 1996. Originally
published as D 4215 – 82. Last previous edition D 4215 – 87 (92).
2 4
Annual Book of ASTM Standards, Vol 04.02. Annual Book of ASTM Standards, Vol 04.08.
3 5
Annual Book of ASTM Standards, Vol 04.03. Annual Book of ASTM Standards, Vol 14.04.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.
D 4215
4.1.2 Grade of bitumen, 8. Composition of Bituminous Paving Mixtures
4.1.3 The composition of the bituminous paving mixture
8.1 The mixture shall conform to one of the compositions
(dense mixture and mix designation; open mixture and mix
by weight given in Table number 1 of Specification D 3515.
designation; open graded friction course mixture and mix
NOTE 4—The mix designation selected should be determined by the
designation),
intended use, thickness of paving courses, and desired texture. The
4.1.4 The maximum percentage of bitumen aggregate for
required mix sbould be specified.
recycling permitted in the mixture, and
8.1.1 Compositions shown in Table number 1 of Specifica-
4.1.5 The percentage of crushed particles required in the
tion D 3515 are based on the use of fine and coarse aggregates
aggregate if different from that specified in 5.2.
having approximately the same bulk specific gravities; grading
5. Aggregates of the total aggregate, therefore, would be the same on either a
weight or bulk volume basis. If the bulk specific gravities of
5.1 The aggregates shall be crushed stone, crushed slag,
coarse and fine aggregates differ greatly, it may be desirable to
crushed gravel, or sand conforming to the quality requirement
change the grading limitations to compensate for these differ-
of the appropriate ASTM specifications as follows:
ences.
5.1.1 Coarse Aggregate—Specification D 692.
8.2 A job mix formula shall be selected that comes within
5.1.2 Fine Aggregate—Specification D 1073.
the specification limits and that is suitable for the traffic,
NOTE 1—Other mineral aggregates, such as uncrushed gravel and
climatic conditions, and specific gravities of the aggregates
crushed shell, may be specified, provided that local experience or tests
used. Below the No. 8 (2.36-mm) sieve size, the job-mix
have demonstrated their ability to produce satisfactory bituminous paving
formulagradingcurveshallbereasonablyparalleltothecurves
mixtures.
of the grading limits as selected from Table number 1 of
5.2 The aggregates for open-graded friction course mixture
Specification D 3515.
describedinTablenumber2ofSpecificationD 3515shallmeet
8.3 Any variation from the job-mix formula in the grading
all the requirements of 5.1 with the added requirement that (1)
of the aggregate, as shown by the sieve analyses of materials
the coarse particles, retained on the No. 4 sieve, be crushed so
(Note 5) or, any variation from the job-mix formula in the
that at least 90 weight percent have one or more fractured faces
bitumen content, as indicated by extraction tests of the finished
and 75 weight percent have two or more fractured faces, and
mixture (Note 6) greater than the tolerances shown in Table
(2) the coarse aggregate, or if a blend is used, the coarsest
number 3 of Specification D 3515, shall be investigated, and
fraction be of a type known to possess adequate resistance to
the conditions causing such variation shall be corrected (Note
the polishing action of the anticipated traffic.
7).
5.3 Recommended grading requirements for coarse and fine
NOTE 5—It is recognized that the extraction test is a generally accepted
aggregate may be selected from Classification D 448 and
and approved method for determining the composition of a bituminous
Specification D 1073, respectively. Other aggregate gradations
mixture. However, due to the relatively wide difference in the bitumen
may be used, provided that the combined coarse and fine
contentandaggregategradationsometimesfoundinindividualsamplesof
aggregates, and filler, when used, produce a mixture that
mixture taken from the same lot, as shown by extraction tests, it is
conforms to the requirements for grading of total aggregate as
recommend
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

ASTM
ASTM D2170/D2170M-24(Test Method)
Standard Test Method for Kinematic Viscosity of Asphalts

SIGNIFICANCE AND USE
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.  
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 ...

  • Standard
    11 pages
    English language
    sale 15% off
  • Standard
    11 pages
    English language
    sale 15% off
ASTM
ASTM D140/D140M-16(2023)(Practice)
Standard Practice for Sampling Asphalt Materials

SIGNIFICANCE AND USE
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.  
4.2 Samples are taken for either of the following two purposes:  
4.2.1 To represent as nearly as possible an average of the bulk of the materials sampled, or  
4.2.2 To ascertain the maximum variation in characteristics which the material possesses.
SCOPE
1.1 This practice applies to the sampling of asphalt materials at points of manufacture, storage, or delivery.  
1.2 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.  
1.3 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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.

  • Standard
    6 pages
    English language
    sale 15% off
ASTM
ASTM D139-23(Test Method)
Standard Test Method for Float Test for Asphalt Materials

SIGNIFICANCE AND USE
4.1 The float test characterizes the flow behavior or consistency of certain asphalt materials.  
4.2 This test method is useful in determining the consistency of asphalt as one element in establishing the uniformity of certain shipments or sources of supply.
Note 1: The quality of results produced by this standard is 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 guidance provides a means of evaluating and controlling some of those factors.
SCOPE
1.1 This test method covers the float test for asphalt materials.  
1.2 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.  
1.3 Warning—Mercury has been designated by 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) for details and EPA’s website (http://www.epa.gov/mercury/faq.htm) for additional information. Users should be aware that selling mercury or mercury-containing products, or both, in your state may be prohibited by state law.  
1.4 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.  
1.5 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.  
1.6 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.

  • Standard
    4 pages
    English language
    sale 15% off
  • Standard
    4 pages
    English language
    sale 15% off
ASTM
ASTM D517-23(Specification)
Standard Specification for Asphalt Plank

ABSTRACT
This specification covers asphalt plank used for bridge decks as well as for industrial floors. Asphalt planks shall be classified according to usage: Type Ia; Type Ib; and Type II. Asphalt plank shall be formed from a mixture of asphalt, fibers, modifiers, or a combination thereof, and mineral filler in such a manner as to produce a uniformly dense mass. The following test methods shall be intended to measure those attributes necessary to measure the ability of asphalt plank to provide a reasonably long and satisfactory service: absorption; brittleness; dimensions; and hardness.
SCOPE
1.1 This specification covers asphalt plank used for bridge decks as well as for industrial floors.  
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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.

  • Technical specification
    3 pages
    English language
    sale 15% off
  • Technical specification
    3 pages
    English language
    sale 15% off
ASTM
ASTM D244-23(Test Method)
Standard Test Methods and Practices for Emulsified Asphalts

SIGNIFICANCE AND USE
5.1 This test method measures the amount of water present in the emulsified asphalt, as distinguished from either bitumen or petroleum solvent.
SCOPE
1.1 These test methods and practices, given under the headings titled Composition, Consistency, Stability, and Examination of Residue, cover the examination of asphalt emulsions composed principally of a semisolid or liquid asphaltic base, water, and an emulsifying agent. The test methods cover the following tests and practices:    
Test  
Sections  
Composition:  
Water Content  
4 – 10  
Residue and Oil Distillate by Distillation  
See Test Method
D6997  
Residue by Evaporation  
See Test Method
D6934  
Particle Charge of Cationic Emulsified Asphalts  
See Practice
D7402  
Consistency:  
Viscosity (Saybolt Furol)  
See Test Method
D7496  
Stability:  
Demulsibility  
See Test Method
D6936  
Settlement  
See Test Method
D6930  
Cement Mixing  
See Test Method
D6935  
Sieve Test  
See Test Method
D6933  
Aggregate Coating  
See Practice
D6998  
Miscibility with Water  
See Practice
D6999  
Freezing  
See Practice
D6929  
Coating Ability and Water Resistance  
11 – 18  
Storage Stability of Asphalt Emulsion  
See Test Method
D6930  
Examination of Residue  
19 – 26  
Identification Test for Rapid Setting Cationic Emulsified Asphalt  
27 – 34  
Identification of Cationic Slow Set Emulsions  
See Practice
D7402  
Field Coating Test on Emulsified Asphalts  
35 – 40  
Emulsified Asphalt/Job Aggregate Coating Test  
41 – 46  
Density of Emulsified Asphalt  
See Test Method
D6937  
Residue by Low-Temperature Vacuum Distillation  
See Test Method
D7403  
1.2 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.  
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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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.

  • Standard
    9 pages
    English language
    sale 15% off
  • Standard
    9 pages
    English language
    sale 15% off
ASTM
ASTM D8125-18(2023)(Specification)
Standard Specification for Re-Refined Engine Oil Bottoms (REOB)/Vacuum Tower Asphalt Extender (VTAE)

ABSTRACT
This specification establishes the material, manufacturing, and physical requirements for re-refined engine oil bottoms, also known as vacuum tower asphalt extender, that may be used in formulating asphalt for pavement construction and roofing. "Re-refined engine oil bottoms" (REOB) is the commonly used term used by many state highway agencies and FHWA, while "vacuum tower asphalt extender" (VTAE) is preferred by manufacturers. REOB/VTAE may be obtained by processing used engine oil using atmospheric distillation followed by vacuum distillation to produce a vacuum residuum meeting the requirements outlined in this specification. The REOB/VTAE shall be homogenous, free from water, and not foam when heated to 232°C (450°F).
SCOPE
1.1 This specification covers re-refined engine oil bottoms, also known as vacuum tower asphalt extender, that may be used in formulating asphalt for pavement construction and roofing. This specification has been developed specifically for these two categories of product and is not intended for other uses. Table 1 is to be used for pavement construction and Table 2 for roofing. “Re-refined engine oil bottoms” (REOB) is the prevailing name used by many state highway agencies and FHWA, while “vacuum tower asphalt extender” (VTAE) is the preferred name used by the manufacturers of the product. Since each name provides an important descriptor of production elements (“re-refined” and “vacuum tower”) for the specific product this specification addresses, this specification uses the term “REOB/VTAE.”  
1.2 Units—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.  
1.3 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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.

  • Technical specification
    2 pages
    English language
    sale 15% off
ASTM
ASTM D3549/D3549M-18(2023)(Test Method)
Standard Test Method for Thickness or Height of Compacted Asphalt Mixture Specimens

SIGNIFICANCE AND USE
4.1 The thickness of a compacted asphalt mixture is often used as a construction check to ensure that the proper quantity of materials has been placed on a project, and to correct strength measurement on constant diameter specimens with varying heights.
Note 1: The text of this test method 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 test method.
Note 2: 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 determination of the thickness (or height) of compacted asphalt mixture specimens.  
1.2 Units—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.  
1.2.1 Section 7.4 specifies SI units because they are the units used in the equations for Test Methods D1188/D1188M and D2726/D2726M. Performing calculations without first converting any measurements made in inch-pound units to SI units in 7.4 will 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, health, and environmental practices and determine the applicability of regulatory limitations prior to use.  
1.4 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.

  • Standard
    4 pages
    English language
    sale 15% off
ASTM
ASTM D8188-23(Test Method)
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)

SIGNIFICANCE AND USE
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.
Note 2: 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 the determination of the relative density and density of semi-solid asphalt materials, asphalt binders, asphalt cements, and soft-tar pitches by use of a digital density meter (U-tube).
Note 1: Alternate methods for determining the density of semi-solid and solid asphalt materials and asphalt binders include Test Methods D3289, D3142/D3142M, and D70/D70M.  
1.2 The values stated in SI units are to be regarded as standard. The values given in parentheses are for information only. No other units of measurement are included in this standard, with the exception of temperature measurements. Units provided in degrees Fahrenheit are for reference purposes only. Temperatures given in degrees Celsius are to be considered standard.  
1.3 This test method should not be applied to petroleum distillates other than asphalt and asphalt binders. For the determination of density of all other petroleum distillates and viscous oils, use Test Method D4052 or D5002, or ISO 12185.  
1.4 The text of this standard references notes and footnotes which provide explanatory material. These footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.  
1.5 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.  
1.6 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.

  • Standard
    4 pages
    English language
    sale 15% off
  • Standard
    4 pages
    English language
    sale 15% off
ASTM
ASTM D8140-18(2023)(Guide)
Standard Guide for the Use of Foundry Sand in Asphalt Mixtures

SCOPE
1.1 This guide covers the physical and chemical requirements of virgin or recovered foundry sand for use as a fine aggregate in asphalt mixtures.  
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.  
1.3 The values stated in SI units are to be regarded as the standard. No other units of measurement are included in this standard.  
1.4 The text of this standard references notes and footnotes which provide explanatory information. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of this standard.  
1.5 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.  
1.6 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.

  • Guide
    3 pages
    English language
    sale 15% off
ASTM
ASTM D2171/D2171M-22(Test Method)
Standard Test Method for Viscosity of Asphalts by Vacuum Capillary Viscometer

SIGNIFICANCE AND USE
5.1 The viscosity at 60 °C [140 °F] characterizes flow behavior and may be used for specification requirements for cutback asphalt and asphalt binders.
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 the apparent viscosity of asphalt binder by vacuum capillary viscometers at 60 °C [140 °F]. It is applicable to materials having viscosities in the range from 0.0036 to over 20 000 Pa·s [0.036 to over 200 000 P].  
Note 1: This test method is suitable for use at other temperatures, but the precision is based on determinations on asphalt binders at 60 °C [140 °F].
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 apparent viscosity for non-Newtonian asphalt binders varies with shear rate. When the flow is non-Newtonian in a capillary tube, the shear rate determined using this test method may be invalid. The presence of non-Newtonian behavior for the test conditions of this test can be verified by measuring the viscosity with viscometers having different-sized capillary tubes or with different pressure heads. The defined precision limits in Section 11 may not be applicable to non-Newtonian asphalt binders. Test Method D4957 may be a more applicable method for testing non-Newtonian asphalts.  
1.2 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.  
1.3 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 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.  
1.5 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.  
1.6 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.

  • Standard
    10 pages
    English language
    sale 15% off
  • Standard
    10 pages
    English language
    sale 15% off