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

《ASTM D6297-2001 Standard Specification for Asphaltic Plug Joints for Bridges《桥梁沥青塞接头的标准规范》.pdf》由会员分享，可在线阅读，更多相关《ASTM D6297-2001 Standard Specification for Asphaltic Plug Joints for Bridges《桥梁沥青塞接头的标准规范》.pdf（3页珍藏版）》请在麦多课文档分享上搜索。

1、Designation: D 6297 01Standard 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 revision. A number in pa

2、rentheses 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 in expansion joint

3、 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 details of this s

4、pecification 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 maximum joint movemen

5、ts 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 only.1.3 This stan

6、dard 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. Referenced Documents2.1 A

7、STM Standards:A 36/A 36M Specification for Carbon Structural Steel2B 209 Specification for Aluminum and Aluminum-AlloySheet and Plate3D 5 Test Method for Penetration of Bituminous Materials4D 36 Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus)5D 113 Test Method for Ductility of B

8、ituminous Materials4D 217 Test Methods for Cone Penetration of LubricatingGrease6D 3405 Specification for Joint Sealants, Hot-Applied, forConcrete and Asphalt Pavements4D 3407 Test Methods for Joint Sealants, Hot-Poured, forConcrete and Asphalt Pavements4D 5167 Practice for Melting of Hot-Applied Jo

9、int andCrack Sealant and Filler for Evaluation4D 5249 Specification for Backer Material for Use with Coldand Hot-Applied Joint Sealants in Portland Cement Con-crete and Asphalt Joints4D 5329 Test Methods for Sealants and Fillers, Hot-Applied,for Joints and Cracks in Asphalt and Portland CementConcre

10、te Pavements43. 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 size and g

11、radations 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 joint fil

12、ler 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 thermoplast

13、ic polymeric modified asphalt shallconform to the physical properties prescribed in Table 1.6. Dimensions and Tolerances6.1 The size, shape, and dimensional tolerance shall be1This specification is under the jurisdiction of ASTM Committee D04 on Roadand Paving Materials and is the direct responsibil

14、ity of Subcommittee D04.32 onBridges and Structures.Current edition approved Dec. 10, 2001. Published February 2002. Originallypublished as D 629798. Last previous edition D 629798.2Annual Book of ASTM Standards, Vol 01.04.3Annual Book of ASTM Standards, Vol 02.02.4Annual Book of ASTM Standards, Vol

15、 04.03.5Annual Book of ASTM Standards, Vol 04.04.6Annual Book of ASTM Standards, Vol 05.01.1Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States.agreed upon by the purchaser and the producer or supplier.These tolerances shall be in complia

16、nce 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 temperature as specified bythe manufacturer. The melter must

17、 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 aggregate shallbe controlled by a digital temperature sensor.7

18、.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 specified aggregate can bepre-measured and pre-packaged, he

19、ated 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 gap at a depth of not greater than thewidth of the gap. Whe

20、re 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 shall be mild steel or aluminum aminimum of 6-mm thick and 200-m

21、m 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 and heated specified aggregateshall be placed in a prepared

22、 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 heated coated specifiedaggregate shall be compacted longitudina

23、l 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 theantiskid material in accordance with the manufacturers writtenins

24、tructions.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 batch, asample from each batch shall be taken.8.2 A minimum

25、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 shall be taken atrandom from each shipment of material. If t

26、he 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 A lot shall consist of a maximum of 305 m for the closedcell foam expansion joint filler.8.6 A minimum o

27、f 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 described in Test Method D 5, except as specifiedherein. Use a p

28、enetration 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 shall be 150.0 6 0.1 g.9.1.2 Cold Chamber The cold chamber

29、 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 mm indepth and fill flush to the rim of each tin. Allow th

30、e 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 from the cold chamber and usingthe apparatus described in 9.

31、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 isrepresentative of the material itself and is free of dust, water,bubbles or other fore

32、ign material. Follow the above procedureTABLE 1 Physical PropertiesASTMStandardsRequired PhysicalPropertiesSoftening point, min D 36 83CTensile adhesion, min D 5329 700 %Ductility, min at 25C(77F) D 113 400 mmPenetration D 3407Max at 25C(77F) 150 g, 5 s 7.5 mmLow temperature penetration 9.1Min at 18

33、C (0F) 200 g,60 s 1.0 mmFlow, max5hat60C (140F) D 3407 3.0 mmResiliency, 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 % ElongFlexibilit

34、y, at 23C (10F) D 5329 PassD 62972for 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 procedure in Test Method D 5 fordetermining penetration as modified in 9.

35、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 with any item mentionedin this standard. Users of this standard

36、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

37、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

38、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,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 62973