ASTM D6297-2001(2007) 459 Standard Specification for Asphaltic Plug Joints for Bridges《桥梁沥青塞接头的标准规范》.pdf

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1、Designation: D 6297 01 (Reapproved 2007)Standard Specification for Asphaltic Plug Joints forBridges1This standard is issued under the fixed designation D 6297; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revisi

2、on. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon (e) indicates an editorial change since the last revision or reapproval.1. Scope1.1 This specification covers the material, testing and appli-cation requirements for a field molded asphaltic plug joint(APJ) used

3、in expansion joint sealing on asphalt concreteoverlay and portland cement concrete decks. The scope of thisspecification is limited to field molded APJ. This moldedelement can consist of multilayer, or single layer, or both,application systems depending upon individual manufacturingrequirements. The

4、 details of this specification are limited to thematerials used in the application of APJ. It is recommendedthat a practical means of testing the watertightness aspects ofthe individual systems, either in the field or at the testinglaboratory, be developed. When used on highway bridges,limits on max

5、imum joint movements shall be specificallyidentified for each type of APJ. APJs should not be used formovement applications exceeding 6 25 mm from the installa-tion width.1.2 The values stated in SI units are to be regarded as thestandard. The values given in parentheses are provided forinformation

6、only.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 applica-bility of regulatory limitations prior to use.2. Referen

7、ced Documents2.1 ASTM Standards:2A 36/A 36M Specification for Carbon Structural SteelB 209 Specification for Aluminum and Aluminum-AlloySheet and PlateD5 Test Method for Penetration of Bituminous MaterialsD36 Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus)D113 Test Method for Du

8、ctility of Bituminous MaterialsD 217 Test Methods for Cone Penetration of LubricatingGreaseD 3405 Test Methods for Joint Sealants, Hot-Applied, forConcrete and Asphalt Pavements3D 3407 Test Methods for Joint Sealants, Hot Poured, forConcrete and Asphalt Pavements3D 5167 Practice for Melting of Hot-A

9、pplied Joint andCrack Sealant and Filler for EvaluationD 5249 Specification for Backer Material for Use withCold- and Hot-Applied Joint Sealants in Portland-CementConcrete and Asphalt JointsD 5329 Test Methods for Sealants and Fillers, Hot-Applied,for Joints and Cracks in Asphaltic and Portland Ceme

10、ntConcrete Pavements3. Terminology3.1 Acronyms:3.1.1 APJAsphaltic Plug Joint.3.1.2 ABAsphaltic Binder.4. Material4.1 The AB shall be a thermoplastic polymeric-modifiedasphalt conforming to the physical properties in Table 1.4.2 The specified aggregate shall be crushed, washed, anddried. Specific siz

11、e and gradations of aggregate shall be agreedupon by the purchaser and APJ manufacturer. The aggregateshall be preweighed and packaged to avoid confusion on thejobsite. It shall be noted that specific sizes of aggregate may beproprietary to certain manufacturers.4.3 The closed cell foam expansion jo

12、int filler shall benongassing and capable of withstanding the elevated installa-tion temperature (199 C) of the AB and meet SpecificationD 5249.4.4 The steel bridging plate shall conform to SpecificationA 36/A 36M for mild steel or Specification B 209 for alumi-num.5. Physical Properties5.1 The ther

13、moplastic polymeric modified asphalt shallconform to the physical properties prescribed in Table 1.1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibility of Subcommittee D04.32 onBridges and Structures.Current edition approved

14、 Dec. 1, 2007 Published January 2008. Originallyapproved in 1998. Last previous edition approved in 2001 as D 6297 01.2For 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 t

15、o the standards Document Summary page onthe ASTM website.3Withdrawn.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.6. Dimensions and Tolerances6.1 The size, shape, and dimensional tolerance shall beagreed upon by the purchaser and t

16、he producer or supplier.These tolerances shall be in compliance with the field construc-tion specifications. The standard minimum blockout dimen-sions are 50 3 500 mm; however, it should be noted that valuesfluctuate depending on existing field conditions.7. Procedure7.1 The AB shall be heated to a

17、temperature as specified bythe manufacturer. The melter must be supplied with a continu-ous agitation system and calibrated thermometers.7.2 The specified aggregate shall be heated to the manufac-turers prescribed temperature in a manufacturers recom-mended mixer. The temperature of the specified ag

18、gregate shallbe controlled by a digital temperature sensor.7.3 The AB shall be blended with the heated aggregate at aratio of aggregate to AB as specified by the manufacturer. Theblend tolerance shall be 65 % by weight. The minimumaggregate content shall be 68 % by weight.7.4 Alternately, the AB and

19、 specified aggregate can bepre-measured and pre-packaged, heated on site in a manufac-turers recommended mixing unit.7.5 The specified aggregate shall be coated completely withbinder prior to placement in the blockout.7.6 The closed cell, foam expansion joint filler shall beplaced into the expansion

20、 gap at a depth of not greater than thewidth of the gap. Where the gap is greater than 25 mm, theminimum depth shall be 25 mm. The joint opening shall thenbe filled with AB until it runs into the corresponding blockoutto ensure a water-tight joint below the bridging plate.7.7 The bridging plate shal

21、l be mild steel or aluminum aminimum of 6-mm thick and 200-mm wide, cut in minimum1.2-m lengths, centered over the entire length of the expansionjoint gap when specified. When specified, the bridging plateshall have pre-drilled holes at 300-mm on center for thelocating pins.7.8 The blended heated AB

22、 and heated specified aggregateshall be placed in a prepared blockout in accordance with themanufacturers recommended installation procedures.7.9 When specified, the locating spikes used to position thebridging plate, shall be galvanized 16 d column nails or larger.7.10 The blended heated AB and hea

23、ted coated specifiedaggregate shall be compacted longitudinal and transverse to thejoint using a roller or plate compactor, which delivers aminimum centrifugal force of 15 kN.7.11 Where an antiskid/antitracking surface is required, thesurface of the APJ shall be heated prior to broadcasting theantis

24、kid material in accordance with the manufacturers writteninstructions.8. Sampling8.1 A batch shall consist of a maximum 19 100 kg, of thethermoplastic polymeric modified asphalt. Samples of thebatch shall be taken at random prior to the shipment ofmaterial. If the shipment consists of more than one

25、batch, asample from each batch shall be taken.8.2 A minimum of 1.4 kg of the thermoplastic polymericmodified asphalt taken from the manufacturers facility shallconstitute one sample for testing purposes.8.3 A batch shall consist of a maximum 20 000 kg of thespecified aggregate. Samples of the batch

26、shall be taken atrandom from each shipment of material. If the shipmentconsists of more than one batch, a sample from each batch shallbe taken.8.4 A minimum of 23 kg of the specified aggregate shallconstitute one sample for size and gradation analysis.8.5 Alot shall consist of a maximum of 305 m for

27、 the closedcell foam expansion joint filler.8.6 A minimum of 300 mm of the closed cell, foamexpansion joint filler constitute one sample for testing pur-poses.9. Test MethodsLow Temperature Cone Penetration, Nonimmersed9.1 Apparatus:9.1.1 Penetrometer/ConeConduct this test using the ap-paratus descr

28、ibed in Test Method D 5, except as specifiedherein. Use a penetration cone in place of the standardpenetration needle. The cone shall conform to the requirementsgiven in Test Methods D 217, except the interior constructionmay be modified as desired. The total moving weight of thecone and attachments

29、 shall be 150.0 6 0.1 g.9.1.2 Cold Chamber The cold chamber shall be capableof maintaining the required cold test temperature within 61.1C.9.2 Specimen PreparationPour a portion of the AB pre-pared in accordance with Practice D 5167 into three 177-mLtins measuring approximately 69-mm diameter and 44

30、 mm indepth and fill flush to the rim of each tin. Allow the testspecimens to cure under the standard conditions as specified inits respective material specification.9.3 ProcedurePlace the three test specimens and threecones in cold chamber at 18C 6 0C for no less the 4h.Remove one sample and core f

31、rom the cold chamber and usingthe apparatus described in 9.1.1, immediately make a determi-nation at a location on 120 radii, and halfway between thecenter and outside of the test specimen. Take care to ensure thecone point is placed on a point in the test specimen that isTABLE 1 Physical Properties

32、ASTMStandardsRequired PhysicalPropertiesSoftening point, min D36 83CTensile adhesion, min D 5329 700 %Ductility, min at 25C(77F) D113 400 mmPenetration D 3407Max at 25C(77F) 150 g, 5 s 7.5 mmLow temperature penetration 9.1Min at 18C (0F) 200 g,60 s 1.0 mmFlow,max5hat60C (140F) D 3407 3.0 mmResilienc

33、y, min - max at 25C (77F) D 3407 40 - 70 %Asphalt compatibility D 3407 PassRecommended installationTemperature range 182C - 199CSafe heating temperature range 199C - 216CBond 3 Cycles at 7C (+20F), D 3405 Pass100 % ElongFlexibility, at 23C (10F) D 5329 PassD 6297 01 (2007)2representative of the mate

34、rial itself and is free of dust, water,bubbles or other foreign material. Follow the above procedurefor the second and third samples.9.4 ReportAverage the three results and record the valueas the penetration of the speciment in millimeter units.10. Precision and Bias10.1 The precision of the procedu

35、re in Test Method D5fordetermining penetration as modified in 9.1 is being determined.11. Keywords11.1 asphaltic plug; bridging plate; closed cell foam; expan-sion joint; polymeric; thermoplasticASTM International takes no position respecting the validity of any patent rights asserted in connection

36、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 revision at any time by the responsible te

37、chnical 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 comments will receive careful consider

38、ation 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 copyrighted by ASTM International, 100 Barr

39、Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959,United 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).D 6297 01 (2007)3