1、Designation: D5106 15Standard Specification forSteel Slag Aggregates for Bituminous Paving Mixtures1This standard is issued under the fixed designation D5106; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revisio
2、n. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers crushed steel slag coarse andfine aggregates suitable for use in bituminous paving mixtures.1.2 Steel sl
3、ag coarse and fine aggregates are currently beingused entirely (Note 1) or combined with other mineralaggregates, such as those covered in Specification D692 orD1073, to produce paving mixtures similar to those describedin Specification D3515 or D4215.NOTE 1When 100 % of the coarse aggregate in a bi
4、tuminous mixtureis steel slag, the amount of steel slag fines in that mixture may be limitedto prevent bulking.1.3 The values stated in SI units are to be regarded asstandard. No other units of measurement are included in thisstandard.NOTE 2Sieve size is identified by its standard designation in Spe
5、ci-fication E11. The alternative designation given in parentheses is forinformation only and does not represent a different standard sieve size.1.4 The text of this specification references notes andfootnotes which provide explanatory material. These notes andfootnotes (excluding those in tables and
6、 figures) shall not beconsidered as requirements of the standard.2. Referenced Documents2.1 ASTM Standards:2C88 Test Method for Soundness of Aggregates by Use ofSodium Sulfate or Magnesium SulfateC117 Test Method for Materials Finer than 75-m (No. 200)Sieve in Mineral Aggregates by WashingC125 Termi
7、nology Relating to Concrete and Concrete Ag-gregatesC131 Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the LosAngeles MachineC136 Test Method for Sieve Analysis of Fine and CoarseAggregatesC142 Test Method for Clay Lumps and Friable Particles inAg
8、gregatesD8 Terminology Relating to Materials for Roads and Pave-mentsD75 Practice for Sampling AggregatesD448 Classification for Sizes of Aggregate for Road andBridge ConstructionD692 Specification for Coarse Aggregate for BituminousPaving MixturesD1073 Specification for Fine Aggregate for Bituminou
9、sPaving MixturesD3319 Practice for the Accelerated Polishing of AggregatesUsing the British WheelD3515 Specification for Hot-Mixed, Hot-Laid BituminousPaving Mixtures (Withdrawn 2009)3D3665 Practice for Random Sampling of Construction Ma-terialsD4215 Specification for Cold-Mixed, Cold-Laid Bituminou
10、sPaving MixturesD4318 Test Methods for Liquid Limit, Plastic Limit, andPlasticity Index of SoilsD4792 Test Method for Potential Expansion of Aggregatesfrom Hydration ReactionsD4867/D4867M Test Method for Effect of Moisture onAsphalt Concrete Paving MixturesD5711 Test Method for Determining the Adher
11、ent Coatingon Coarse Aggregates (Withdrawn 2012)3D5821 Test Method for Determining the Percentage ofFractured Particles in Coarse AggregateE11 Specification for Woven Wire Test Sieve Cloth and TestSieves2.2 Federal Registrar:4SW846 1311 EPA Test Method, Toxicity CharacteristicLeaching Procedure3. Te
12、rminology3.1 Definitions of Terms Specific to This Standard:1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.50 onAggregate Specifications.Current edition approved June 1, 2015. Published July 2015. O
13、riginally approvedin 1991. Last previous edition approved in 2013 as D5106 13. DOI: 10.1520/D5106-15.2For 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 to the standards D
14、ocument Summary page onthe ASTM website.3The last approved version of this historical standard is referenced onwww.astm.org.4Available from the Department of Commerce, National Technical InformationCenter, 5285 Port Royal Road, Springfield, VA 22151. Order Number: EPAW-846.3.3.Copyright ASTM Interna
15、tional, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States13.1.1 steel slag, nthe nonmetallic product, consistingessentially of calcium silicates and ferrites combined withfused and mineralogically combined oxides of iron, aluminum,manganese, calcium, and magnesium,
16、that is developed simul-taneously with steel in basic oxygen, electric, or open hearthfurnaces.3.1.2 Other terms used in this specification are defined inTerminologies C125 and D8.4. Ordering Information4.1 Orders for the material under this specification shallinclude the following information:4.1.1
17、 The name of material (steel slag coarse aggregateand/or steel slag fine aggregate).4.1.2 The specification designation and year of issue.4.1.3 The grading of the aggregate to be furnished, byreference to a size number in Classification D448 for coarseaggregate, grading number in Specification D1073
18、 for fineaggregate, or other grading as specified by the purchaser.4.1.4 The quantity required.4.1.5 For coarse aggregate, whether the intended use is forconventional mixtures or open-graded friction course mixtures(see 6.1.2), and whether for surface courses or base courses(see 6.1.3).4.1.6 For sul
19、fate soundness tests, which salt is to be used inTest Method C88 and whether soundness requirements areapplicable for the fine aggregate.4.1.7 Any special requirements.5. General Characteristics5.1 The coarse and fine aggregates shall consist of hard,tough, durable pieces of steel slag as defined in
20、 3.1.1. Theaggregates shall be processed, as necessary to meet therequirements of this specification, by crushing or screening, orboth, and magnetic separation for the removal of metallics. Atthe time of delivery, the aggregates shall not contain injuriousamounts of foreign materials such as clay, l
21、oam, wood, trampmetal, unhydrated lime, or other deleterious materials.6. Physical Requirements6.1 Coarse Aggregate:6.1.1 GradingThe coarse aggregate grading shall conformto the requirements of Classification D448 for the size numberdesignated, or to another grading as stated in the order (Note3).NO
22、TE 3The coarse aggregate grading to be furnished is dependentupon the desired composition of the paving mixture, and whether thegrading to be used in the mixture is achieved with or without blending.Other coarse aggregate gradings may be used provided that the combinedaggregates and filler, when use
23、d, will produce a paving mixture thatprovides the desired characteristics.6.1.1.1 The size to be used is dependent upon the desiredcomposition of the paving mixture, and the required size orsizes either before or after blending as specified.6.1.2 Fractured Particles in Coarse AggregateOrders formate
24、rial under this specification shall state the appropriaterequirements for percentage of fractured particles.6.1.2.1 Conventional mixtures, not less than 40 % by mass,of the aggregate particles retained on the 4.75-mm (No. 4)sieve shall have at least one fractured face (Notes 4 and 5).6.1.2.2 Open gr
25、aded friction course mixtures, of the aggre-gate particles retained on the 4.75-mm (No. 4) sieve, not lessthan 90 % by mass, shall have one or more fractured faces and75 % by mass, two or more fractured faces.NOTE 4Attention is called to the distinction between conventional(dense mixtures or open mi
26、xtures) and open-graded friction coursemixtures in Specification D3515.NOTE 5Some sources of aggregate contain angular particles that willperform similarly to a mechanically fractured particle. Where laboratorytests or service records indicate this to be true, such angular particles maybe considered
27、 as fractured.6.1.3 Polishing CharacteristicsThe coarse aggregates, orthe coarsest fraction of the aggregate for use in surface coursemixtures, shall be of a type known to possess adequateresistance to polishing action of the anticipated traffic (Note 6).NOTE 6No ASTM standard has been recognized to
28、 be capable ofdefining adequate resistance to the polishing action of specific trafficconditions. Test Method D3319 has been found useful in evaluating therelative polish resistance between samples of different aggregates ormixtures containing different aggregates.6.1.4 SoundnessThe coarse aggregate
29、, when subjected tofive cycles of the soundness test (see Test Method C88), shallhave a mass loss not greater than 12 % when sodium sulfate isused or 18 % when magnesium sulfate is used. If the salt is notdesignated by the purchaser, the aggregate shall be acceptableif it meets the indicated limit f
30、or either salt used.6.1.5 DegradationAggregate subjected to testing in accor-dance with Test Method C131 shall have a loss not greater than40 % for surface courses or 50 % for base courses.6.2 Fine Aggregate:6.2.1 The fine aggregate grading shall conform to therequirements of Specification D1073 for
31、 the size numberdesignated, or to another grading as designated in the order(Note 7).NOTE 7The fine aggregate grading to be furnished is dependent uponthe desired composition of the paving mixture, and whether the grading tobe used in the mixture is achieved with or without blending. Other fineaggre
32、gate gradings may be used provided that the combined aggregatesand filler, when used, will produce a paving mixture that provides thedesired characteristics.6.2.2 The size to be used is dependent upon the desiredcomposition of the paving mixture, and the required size orsizes either before or after
33、blending as specified.6.2.3 Grading VariabilityFor continuing shipments of fineaggregate from a given source, the fineness modulus shall notvary more than 0.25 from the base fineness modulus (Note 8).The base fineness modulus shall be that value that is typical ofthe source. The base fineness modulu
34、s shall not be changedexcept when approved by the purchaser.6.2.3.1 The base fineness modulus shall be determined fromprevious tests, or if no previous tests exist, from the average ofthe fineness modulus values for the first ten samples (or allpreceding samples if less than ten) on the order.NOTE 8
35、Base fineness modulus of the fine aggregate has a greatinfluence on proportioning of bituminous mixtures; therefore, largeD5106 152changes in its value may make adjustments in the mixture necessary.6.2.4 Plasticity index of the fine aggregate fraction smallerthan the 425m (No. 40) sieve shall not ex
36、ceed 4.0 (TestMethod D4318).6.3 General Requirements:6.3.1 ExpansionAggregates that contain components sub-ject to hydration, such as free-lime (CaO), shall be obtainedfrom sources approved by the purchaser on the basis of eithersatisfactory performance record, aging, or other treatmentknown to redu
37、ce potential expansion to a satisfactory level(Note 9).NOTE 9Test Method D4792 is used to evaluate the potential forexpansion of dense graded materials only.6.3.2 Environmental StabilityAggregates shall be evalu-ated for environmental considerations (air quality, waterquality, and storage) using the
38、 required local, state, and federaltest methods in effect at the time of use.6.3.2.1 The aggregate shall meet all applicable local, state,and federal environmental requirements in effect at the time ofuse.6.3.2.2 Aggregates that exhibit a potential for producingleachates shall be tested using the To
39、xicity CharacteristicLeaching Procedure (EPA Method SW846 1311) or appropri-ate test method as approved by the purchaser. Results shallindicate that all areas tested (metals, volatiles, semi-volatiles,and organics) are below regulatory limits.6.3.3 Special RequirementsEvaluation will be required for
40、the following items (but not exclusive of) when specified bythe purchaser: the potential for stripping (Test Method D4867/D4867M) and friable particles (Test Method C142).7. Sampling7.1 Sample the aggregates and determine the propertiesenumerated in this specification in accordance with the follow-i
41、ng standards:7.1.1 Random SamplingPractice D3665,7.1.2 SamplingPractice D75,7.1.3 Grading and Fineness ModulusTest Methods C136and C117, Procedure A,7.1.4 SoundnessTest Method C88,7.1.5 DegradationTest Method C131,7.1.6 ExpansionTest Method D4792,7.1.7 Friable ParticlesTest Method C142,7.1.8 Strippi
42、ngTest Method D4867/D4867M,7.1.9 Adherent CoatingsTest Method D5711,7.1.10 Fractured ParticlesTest Method D5821,7.1.11 Plasticity IndexTest Method D4318, and7.1.12 LeachingEPA Test Method SW846 1311.8. Keywords8.1 bituminous paving; coarse aggregate; fine aggregate;paving mixtures; steel slag aggreg
43、ateSUPPLEMENTARY REQUIREMENTSThe following supplementary requirement shall apply only when specified by the purchaser in thecontract or order.S1. Sulfate SoundnessThe fine aggregate, when subjectedto five cycles of the soundness test in accordance with TestMethod C88, shall have a weighted loss of n
44、ot greater than15 % when sodium sulfate is used or 20 % when magnesiumsulfate is used. If the salt used is not stated by the purchaser, thefine aggregate shall be acceptable if it meets the requirementwhen tested with either salt.ASTM International takes no position respecting the validity of any pa
45、tent rights asserted in connection with any item mentionedin this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the riskof infringement of such rights, are entirely their own responsibility.This standard is subject to revisio
46、n at any time by the responsible technical committee and must be reviewed every five years andif not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standardsand should be addressed to ASTM International Headquarters. Your com
47、ments will receive careful consideration at a meeting of theresponsible technical committee, which you may attend. If you feel that your comments have not received a fair hearing you shouldmake your views known to the ASTM Committee on Standards, at the address shown below.This standard is copyright
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