ASTM D5078 D5078M-2011 Standard Specification for Crack Filler Hot-Applied for Asphalt Concrete and Portland Cement Concrete Pavements《沥青混凝土和波特兰水泥的混凝土路面用加热粉碎注料器标准规范》.pdf

《ASTM D5078 D5078M-2011 Standard Specification for Crack Filler Hot-Applied for Asphalt Concrete and Portland Cement Concrete Pavements《沥青混凝土和波特兰水泥的混凝土路面用加热粉碎注料器标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D5078 D5078M-2011 Standard Specification for Crack Filler Hot-Applied for Asphalt Concrete and Portland Cement Concrete Pavements《沥青混凝土和波特兰水泥的混凝土路面用加热粉碎注料器标准规范》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D5078/D5078M 11Standard Specification forCrack Filler, Hot-Applied, for Asphalt Concrete and PortlandCement Concrete Pavements1This standard is issued under the fixed designation D5078/D5078M; the number immediately following the designation indicates theyear of original adoption or, in

2、 the case of revision, the year of last revision. A number in parentheses indicates the year of lastreapproval. A superscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers hot-applied crack filler for usein filling cracks in asph

3、alt concrete and portland cementconcrete pavements.1.2 The values stated in either SI units or inch-pound unitsare to be regarded separately as standard. The values stated ineach system may not be exact equivalents; therefore, eachsystem shall be used independently of the other. Combiningvalues from

4、 the two systems may result in nonconformancewith the standard.1.3 This standard does not purport to address all of thesafety concerns, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices and determine the applic

5、a-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D5 Test Method for Penetration of Bituminous MaterialsD36 Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus)D217 Test Methods for Cone Penetration of LubricatingGreaseD5167 Practice for Melti

6、ng of Hot-Applied Joint and CrackSealant and Filler for EvaluationD5329 Test Methods for Sealants and Fillers, Hot-Applied,for Joints and Cracks in Asphaltic and Portland CementConcrete Pavements3. General Requirements3.1 The hot-applied crack filler shall be a compound thatwill effectively fill cra

7、cks in both asphalt concrete and portlandcement concrete pavements. The crack filler shall resist soft-ening and pickup by vehicle tires at ambient summer tempera-tures when used in an appropriate manner. The material shallbe capable of being heated to the specified safe heatingtemperature (see 4.1)

8、 in appropriate melting units, shall becapable of being effectively applied to pavement cracksthrough pressure fed melter-applicator equipment, and shall besuitable for filling cracks that are a minimum of 9.5 mm 38 in.in width (see Appendix X1).4. Physical Requirements4.1 Safe Heating TemperatureTh

9、e safe heating tempera-ture is the highest temperature to which the crack filler can beheated and still conform to all requirements of this specifica-tion. The safe heating temperature shall be a minimum of 11C20F higher than the manufacturers minimum recommendedapplication temperature. For testing

10、purposes, the pouringtemperature for specimen preparation shall be the safe heatingtemperature recommended by the manufacturer. The safeheating temperature shall be shown on all containers and shallbe provided to the testing agency before any laboratory testsare begun.4.2 Softening Point The softeni

11、ng point of the crack fillershall be a minimum of 65.5C 150F.4.3 Cone Penetration, Non-ImmersedAt 25 6 0.1C 776 0.2F, 150 g, for 5 s, shall not exceed 70 units.4.4 Cone Penetration at 4C 39.2FAt 4 6 0.1C 39.26 0.2F, 200 g, for 60 s, shall be a minimum of 15 units.4.5 ResilienceAt 25 6 0.1C 77 6 0.2F

12、, shall be aminimum of 30 % recovery.4.6 Asphalt CompatibilityThere shall be no failure inadhesion, formation of an oily exudate at the interface betweenthe crack filler and the asphalt concrete specimen, or softeningor other deleterious effects on the asphalt concrete or crackfiller when tested at

13、60C 140F for 72 h.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.33 onFormed In-Place Sealants for Joints and Cracks in Pavements.Current edition approved June 1, 2011. Published June 2011. Original

14、lyapproved in 1990. Last previous edition approved in 2006 as D5078 95 (2006).DOI: 10.1520/D5078_D578M-11.2For 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 standa

15、rds Document Summary page onthe ASTM website.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.5. Sampling5.1 Samples may be taken at the plant or warehouse prior todelivery or at the time of delivery, at the option of thepurchaser. If

16、 sampling is done prior to shipment, the inspectorrepresenting the purchaser shall have free access to the materialto be sampled. The inspector shall be afforded all reasonablefacilities for inspection and sampling which shall be conductedso as not to interfere unnecessarily with the operation of th

17、eworks.5.2 Samples shall consist of one of the manufacturersoriginal sealed containers selected at random from the lot orbatch of finished material. A batch or lot shall be considered asall finished material that was manufactured simultaneously orcontinuously as a unit between the time of compoundin

18、g andthe time of packaging or placing in shipping containers.5.3 The crack filler portion for testing shall be obtainedfrom the selected manufacturers original container in accor-dance with Practice D5167. The sample portion for testingwhich is added to and heated in the melter shall weigh 800 650 g

19、 28 6 2 oz.6. Heating6.1 Heat the material in accordance with Practice D5167.6.1.1 The oil bath in the melter shall be heated to atemperature between the sealant safe heating temperature and41.7C 75F above the sealant safe heating temperature, andin no case shall be more than 288C 550F. Add the seal

20、antsample to the melter according to instructions in PracticeD5167. After the sample has been added to the melter, the oilbath temperature shall be regulated within the above listedtemperature limits to raise the sealant temperature to themanufacturers recommended safe heating temperature withinthe

21、required 1 h time as stated in Practice D5167. The sampleshall then be maintained at the safe heating temperature whilebeing continuously stirred until a total of 90 min from the timethe first segment was added to the melter has elapsed. Speci-mens for physical testing are then poured from the heate

22、dmaterial.6.1.2 Required specimens for cone penetration and resil-ience testing shall be poured into appropriate sample containersuntil slightly overfilled, and then immediately leveled to flushwith the top of the sample container using a straightedge. Threespecimens in 177-mL 6 ounce sample contain

23、ers shall bepoured. Two are for cone penetration testing and one forresilience testing.7. Test Methods7.1 Specimen Curing All specimens shall be cured atstandard laboratory atmospheric conditions specified in TestMethods D5329 for 24 6 2 h prior to beginning any testing.7.2 Softening Point Use Test

24、Method D36.7.3 Cone Penetration, Non-ImmersedUse Test MethodD5329.7.4 Cone Penetration at 4C 39.2F:7.4.1 Perform testing at 4C 39.2F using the cone asspecified in Cone Penetration, Non-Immersed of Test MethodsD5329 and Test Method D217 with an additional weight toyield a total moving weight of 200 6

25、 0.1g76 0.004 oz.Conduct testing in accordance with Test Method D5 at 4 60.1C 39.2 6 0.2F using a 60s penetration time.7.5 ResilienceUse Test Method D5329.7.6 Asphalt CompatibilityUse Test Method D5329.8. Packaging and Package Marking8.1 The hot-applied crack filler shall be delivered in themanufact

26、urers original sealed containers. Each container shallbe legibly marked with the name of the manufacturer, the tradename of the material, the manufacturers batch number or lotnumber, the safe heating temperature, and the minimumapplication temperature for use.8.2 The containers shall individually no

27、t weigh more than27 kg 60 lbs and shall be constructed to facilitate easyremoval of the crack filler. Any surface covering or non-adherent film which is used in packing shall melt into thematerial when heated and shall not result in application or fieldperformance difficulties.9. Keywords9.1 asphalt

28、 concrete pavement; crack; hot-applied crack;portland cement concrete pavementAPPENDIX(Nonmandatory Information)X1. PRECAUTIONS ON USE AND APPLICATION OF CRACK FILLER, HOT-APPLIED, FOR ASPHALTCONCRETE AND PORTLAND CEMENT CONCRETE PAVEMENTSX1.1 Some, if not all, of the known materials conforming toth

29、is specification may be damaged by heating at too high atemperature, or by heating for too long a time. Care should beexercised to secure equipment for heating and application thatis suitable for the purpose. The material should be heated in akettle or melter, constructed as a double boiler, with th

30、e spacebetween the inner and outer shells filled with oil or other heattransfer medium. Positive temperature control, mechanicalagitation, and recirculation pumps should be provided. Othermethods of indirect heating satisfactory to the engineer may beused. The crack filler should be heated to a temp

31、erature that isat least the manufacturers minimum recommended applicationtemperature. Temperature should not exceed the material safeheating temperature.X1.2 Pavement cracks to be filled with material covered bythis specification should be dry and clean of all dirt, dust, orother contaminants so tha

32、t adhesion to the crack surfaces isD5078/D5078M 112developed. Cleaning methods used shall be as required forspecific job conditions. Methods commonly used includeblowing with compressed air, routing, or use of a wire brushtype cleaner.X1.3 Several different application geometries are com-monly used

33、for filling cracks with crack filler for various fillingsituations. Application should be performed in a neat, work-manlike manner.ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentionedin this standard. Users of this standard

34、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 revision at any time by the responsible technical committee and must be reviewed every five years andif no

35、t 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 comments will receive careful consideration at a meeting of theresponsible technical committee, which

36、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 copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,Unit

37、ed States. Individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the aboveaddress or at 610-832-9585 (phone), 610-832-9555 (fax), or serviceastm.org (e-mail); or through the ASTM website(www.astm.org). Permission rights to photocopy the standard may also be secured from the ASTM website (www.astm.org/COPYRIGHT/).D5078/D5078M 113