1、Designation: D8 18aStandard Terminology Relating toMaterials for Roads and Pavements1This standard is issued under the fixed designation D8; the number immediately following the designation indicates the year of originaladoption or, in the case of revision, the year of last revision. A number in par
2、entheses indicates the year of last reapproval. A superscriptepsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This standard incorporates generic terms and genericdefinitions of terms specifically associated with road andpaving materials. These generic terms
3、and definitions are usedwithin the standards developed by Committee D04 on Roadand Paving Materials.1.2 Only terms that appear in more than one standard underthe jurisdiction of Committee D04 will be included in Termi-nology D8.1.3 This international standard was developed in accor-dance with intern
4、ationally recognized principles on standard-ization established in the Decision on Principles for theDevelopment of International Standards, Guides and Recom-mendations issued by the World Trade Organization TechnicalBarriers to Trade (TBT) Committee.2. Referenced Documents2.1 ASTM Standards:2D242/D
5、242M Specification for Mineral Filler For Bitumi-nous Paving MixturesD2026/D2026M Specification for Cutback Asphalt (Slow-Curing Type)D2027/D2027M Specification for Cutback Asphalt(Medium-Curing Type)D2028/D2028M Specification for Cutback Asphalt (Rapid-Curing Type)D3142/D3142M Test Method for Speci
6、fic Gravity, APIGravity, or Density of Cutback Asphalts by HydrometerMethodD4124 Test Method for Separation of Asphalt into FourFractionsD4552 Practice for Classifying Hot-Mix Recycling AgentsD5505 Practice for Classifying Emulsified RecyclingAgentsD5821 Test Method for Determining the Percentage of
7、Fractured Particles in Coarse AggregateD6995 Test Method for Determining Field VMA based onthe Maximum Specific Gravity of the Mix (Gmm)3. Terminologyaggregate, na granular material used as a constructionmaterial, meeting the requirements of road and pavingapplications.DISCUSSIONExamples of aggregat
8、e include sand, gravel, shell, slag,and crushed stone. See coarse aggregate and fine aggregate for moreinformation.air voids (Pa), nthe volume of air between the asphalt-coated aggregate particles throughout a compacted asphaltmix, expressed as a percent of the total volume of thesample.DISCUSSIONA
9、variable previously used for this term was Va.anionic emulsified asphalt (anionic emulsion), na type ofemulsified asphalt such that a particular emulsifying agentestablishes a predominance of negative charges on thediscontinuous phase.API gravity, na function of specific gravity represented bythe eq
10、uation in Test Method D3142/D3142M.DISCUSSIONA specific gravity scale developed by the AmericanPetroleum Institute (API) used to compare how heavy or light apetroleum liquid is compared to water.asphalt, nA dark brown to black cement-like residuumobtained from the distillation of suitable crude oils
11、.DISCUSSIONThe distillation processes may involve one or more ofthe following: atmospheric distillation, vacuum distillation, steamdistillation. Further processing of distillation residuum may be neededto yield a material whose physical properties are suitable for commer-cial applications. These add
12、itional processes can involve air oxidation,solvent stripping or blending of residua of different stiffness character-istics. In Europe asphalt is called bitumen.asphalt binder, nasphalt which may or may not contain anasphalt modifier (see asphalt modifier).DISCUSSIONthis term is often used in the P
13、erformance GradedBinder system.asphalt cement, nSee asphalt.asphalt concrete, nSee asphalt mix.1This terminology is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.91 onTerminology.Current edition approved July 1, 2018. Pu
14、blished August 2018. Originallyapproved in 1912. Last previous edition approved in 2018 as D8 18. DOI:10.1520/D0008-18A.2For referenced ASTM standards, visit the ASTM website, www.astm.org, orcontact ASTM Customer Service at serviceastm.org. For Annual Book of ASTMStandards volume information, refer
15、 to the standards Document Summary page onthe ASTM website.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United StatesThis international standard was developed in accordance with internationally recognized principles on standardization establishe
16、d in the Decision on Principles for theDevelopment of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.1asphalt mix (asphalt mixture), na mixture of asphaltbinder, emulsified asphalt, or cutback asphalt and aggre-g
17、ates. The mixture may also include other materials.asphalt pavement, na structure consisting of one or moreprepared layers of asphalt mix atop one or more supportinglayers of unbound, modified, or treated subgrade, subbase orbase materials.asphalt-rubber, na blend of asphalt cement, reclaimed tireru
18、bber, and certain additives in which the rubber componentis at least 15 % by weight of the total blend and has reactedin the hot asphalt cement sufficiently to cause swelling of therubber particles.asphaltenes, ninsoluble materials that are precipitated byuse of selected solvents, such as n-heptane.
19、DISCUSSIONThe asphaltene fraction should be identified by thesolvent and solvent-asphalt ratio used.bank gravel, ngravel found in natural deposits, usually moreor less intermixed with fine material, such as sand or clay, orcombinations thereof; gravelly clay, gravelly sand, clayeygravel, and sandy g
20、ravel indicate the varying proportions ofthe materials in the mixture.bitumen, ndark brown to black cement-like residuum ob-tained from the distillation of suitable crude oils.DISCUSSIONThe distillation processes may involve one or more ofthe following: atmospheric distillation, vacuum distillation,
21、 steamdistillation. Further processing of distillation residuum may be neededto yield a material whose physical properties are suitable for commer-cial applications. These additional processes can involve air oxidation,solvent stripping or blending of residua of different stiffness character-istics.
22、 In North America bitumen is called asphalt.bituminous, adjcontaining or treated with bitumen (alsobituminized).DISCUSSIONExamples: bituminous concrete, bituminized felts andfabrics, bituminous pavement.blast-furnace slag, nthe nonmetallic product, consistingessentially of silicates and alumino-sili
23、cates of calcium andother bases, that is developed in a molten condition simul-taneously with iron in a blast furnace.DISCUSSIONDepending on the way of cooling of the liquid slag, itcan be distinguished between crystalline air-cooled blast furnace(ACBF) slag and glassy granulated blast furnace (GBF)
24、 slag.bulk density, nthe ratio of the mass of a material to thevolume it occupies.DISCUSSIONAnother common phrase for this term is unit weight.bulk specific gravity, nthe ratio of the mass of a givenvolume of material, including the impermeable and perme-able voids, to the mass of an equal volume of
25、 water at aspecified temperature.DISCUSSIONThis term is also sometimes referred to as relativedensity.cationic emulsified asphalt (cationic emulsion), na type ofemulsified asphalt such that a particular emulsifying agentestablishes a predominance of positive charges on thediscontinuous phase.cleanab
26、ility, nthe ability of a raised retroreflective marker tokeep its optical surfaces clean under traffic and environmen-tal conditions.clinker, ngenerally a fused or partly fused by-product of thecombustion of coal, but also including lava and portland-cement clinker, and partly vitrified slag and bri
27、ck.coal tar, na dark brown to black cementitious materialproduced by the destructive distillation of bituminous coal.coarse aggregate, n(1) aggregate predominantly retained onthe 4.75-mm (No. 4) sieve: or (2) the portion of aggregateretained on the 4.75-mm (No. 4) sieve.DISCUSSIONThe definitions are
28、 alternatives to be applied underdiffering circumstances. Definition (1) is applied to an entire aggregateeither in a natural condition or after processing. Definition (2) is appliedto a portion of an aggregate. Requirements for properties and gradingshould be stated in the specification. Some speci
29、fying agencies usealternative sieve sizes to define coarse aggregate, such as the No. 8 and38 in.coke-oven tar, ncoal tar produced in by-product coke ovensin the manufacture of coke from bituminous coal.crack filler, nbituminous material used to fill and seal cracksin existing pavements.crusher-run,
30、 nthe total unscreened product of a stonecrusher.cutback asphalt, nasphalt binder which has been blendedwith hydrocarbon distillates.DISCUSSIONSlow-curing materials may be made and are oftenreferred to as road oils. See Specifications D2026/D2026M, D2027/D2027M, and D2028/D2028M.dense-graded aggrega
31、te, nan aggregate that is graded fromthe maximum size down to and including filler, with theobjective of targeting a lower void content in the compactedaggregate than in an open-graded aggregate.dust binder, na light application of bituminous material forthe express purpose of laying and bonding loo
32、se dust.emulsified asphalt (bituminous emulsion), n(1) a suspen-sion of minute globules of asphalt material in water or in anaqueous solution,(2) a suspension of minute globules of water or of anaqueous solution in a liquid asphalt material.fine aggregate, n(1) aggregate predominately passing the4.7
33、5-mm (No. 4) sieve or (2) the portion of aggregatepassing the 4.75-mm (No. 4) sieve.DISCUSSIONThe definitions are alternatives to be applied underdiffering circumstances. Definition (1) is applied to an entire aggregateeither in a natural condition or after processing. Definition (2) is appliedto a
34、portion of an aggregate. Requirements for properties and gradingshould be stated in the specifications. Some specifying agencies usealternative sieve sizes to define fine aggregate, such as the 2.36-mm(No. 8) and 9.50-mm (38-in.) sieve.fog seal, na light application of asphalt material to anexisting
35、 pavement as a seal to inhibit raveling, or to seal thesurface, or both.DISCUSSIONEmulsified asphalts are typically used and are appliedby a spraying technique.D8 18a2fractured face, nan angular, rough, or broken surface of anaggregate particle created by crushing, by other artificialmeans, or by na
36、ture.DISCUSSIONSee Test Method D5821 for more information.“free-carbon” in tars, nthe hydrocarbon fraction that isprecipitated from a tar by dilution with carbon disulfide orbenzene.gas-house coal tar, ncoal tar produced in gas-house retortsin the manufacture of illuminating gas from bituminous coal
37、.lab mixed lab compacted (LMLC) asphalt mixturespecimen, na specimen made with an asphalt mixture thatis prepared in the laboratory by weighing and blending eachconstituent, and then the blended mixture is compacted usinga laboratory compaction apparatus.DISCUSSIONLMLC specimens are typically produc
38、ed during theasphalt mixture design phase. See also plant mixed laboratory com-pacted (PMLC) asphalt mixture and reheated plant mixed lab com-pacted (RPMLC) asphalt mixture.macadam, dry-bound and water bound, na pavementlayer containing essentially one-size coarse aggregatechoked in place with an ap
39、plication of screenings or sand;water is applied to the choke material for water-boundmacadam. Multiple layers must be used.maintenance mix, na mixture of bituminous material andmineral aggregate applied at ambient temperature for use inpatching holes, depressions, and distress areas in existingpave
40、ments using appropriate hand or mechanical methods inplacing and compacting the mix. These mixes may bedesigned for immediate use or for use out of a stockpile at alater time without further processing.maltenes, na red-brown to black heavy oil material remain-ing after precipitation of asphaltenes f
41、rom asphalt binderwith selected solvents.maximum size (of aggregate), nin specifications for, ordescriptions of aggregate, the smallest sieve opening throughwhich the entire amount of aggregate is required to pass.mesh, nthe square opening of a sieve.mineral filler, nfinely divided mineral matter su
42、ch as rockdust, slag dust, hydrated lime, hydraulic cement, fly ash,loess, or other material predominantly passing the 75-m(No. 200) sieve.DISCUSSIONSee Specification D242/D242M for a description ofsuitable materials to be used as mineral filler.mixed-in-place (road mix), na bituminous surface or ba
43、secourse produced by mixing mineral aggregate and cut-backasphalt, bituminous emulsion, or tar at the job-site by meansof travel plants, motor graders, drags, or special road-mixingequipment. Open or dense-graded aggregates, sand, andsandy soil may be used.mulch treatment, na spray application of bi
44、tuminous mate-rial used to temporarily stabilize a recently seeded area. Thebituminous material can be applied to the soil or to straw orhay mulch as a tie-down, also.native asphalt, nasphalt occurring as such in nature.nominal maximum size (of aggregate), nin specificationsfor, or descriptions of a
45、ggregate, the smallest sieve openingthrough which the entire amount of the aggregate is permit-ted to pass.DISCUSSIONSpecifications on aggregates usually stipulate a sieveopening through which all of the aggregate may, but need not, pass sothat a stated maximum proportion of the aggregate may be ret
46、ained onthat sieve. A sieve opening so designated is the nominal maximum size.normal temperature, nas applied to laboratory observationsof the physical characteristics of bituminous materials, 25C(77F).oil-gas tars, ntars produced by cracking oil vapors at hightemperatures in the manufacture of oil
47、gas.penetration, nthe consistency of a bituminous materialexpressed as the distance in tenths of a millimetre (0.1 mm)that a standard needle penetrates vertically a sample of thematerial under specified conditions of loading, time, andtemperature.penetration macadam, na pavement layer containing ess
48、en-tially one-size coarse aggregate, penetrated in place by aheavy application of bituminous material, followed by anapplication of a smaller size coarse aggregate, and com-pacted. Multiple layers containing still smaller coarse aggre-gate may be used.pitches, nblack or dark-brown solid cementitious
49、 materialswhich gradually liquefy when heated and which are obtainedas residua in the partial evaporation or fractional distillationof tar.plant mix, cold-laid, na mixture of cut-back asphalt, bitu-minous emulsion, or tar and mineral aggregate prepared in acentral bituminous mixing plant and spread and compactedat the job-site when the mixture is at or near ambienttemperature.plant mix, hot-laid bituminous emulsion mixtures, namixture of emulsion and heated mineral aggregate usuallyprepared in a conventiona
