ASTM_D_5329_-_16.pdf

Designation:D532916Standard Test Methods forSealants and Fillers,Hot-Applied,for Joints and Cracks inAsphalt Pavements and Portland Cement ConcretePavements1This standard is issued under the fixed designation D5329;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 parentheses indicates the year of last reapproval.Asuperscript epsilon()indicates an editorial change since the last revision or reapproval.1.Scope1.1 These test methods cover tests for hot-applied types ofjoint and crack sealants and fillers for portland cement concreteand asphaltic concrete pavements.There are numerous stan-dard material specifications that use these test methods.Referto the respective standard material specification of interest todetermine which of the following test methods to use.Forsample melting and concrete block preparation see theirrespective standard practices.1.2 The test methods appear in the following sections:SectionArtificial Weathering13Asphalt Compatibility12Bond,Non-Immersed8Bond,Water-Immersed9Cone Penetration,Non-Immersed6Flexibility15Flow7Resilience10Resilience,Oven-Aged11Tensile Adhesion141.3 The values stated in SI units are to be regarded asstandard.No other units of measurement are included in thisstandard.1.4 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.Referenced Documents2.1 ASTM Standards:2D5 Test Method for Penetration of Bituminous MaterialsD217 Test Methods for Cone Penetration of LubricatingGreaseD618 Practice for Conditioning Plastics for TestingD1074 Test Method for Compressive Strength of Bitumi-nous MixturesD1561 Practice for Preparation of Bituminous Mixture TestSpecimens by Means of California Kneading CompactorD1985 Practice for Preparing Concrete Blocks for TestingSealants,for Joints and CracksD3381 Specification for Viscosity-Graded Asphalt Cementfor Use in Pavement ConstructionD5167 Practice for Melting of Hot-Applied Joint and CrackSealant and Filler for EvaluationD6690 Specification for Joint and Crack Sealants,HotApplied,for Concrete and Asphalt PavementsE145 Specification for Gravity-Convection and Forced-Ventilation OvensG151 Practice for Exposing Nonmetallic Materials inAccel-erated Test Devices that Use Laboratory Light SourcesG154 Practice for Operating Fluorescent Ultraviolet(UV)Lamp Apparatus for Exposure of Nonmetallic MaterialsG155 Practice for Operating Xenon Arc Light Apparatus forExposure of Non-Metallic Materials3.Significance and Use3.1 These test methods describe procedures for determiningspecification conformance for hot-applied,field-molded jointand crack sealants and fillers.4.Sample Melting4.1 See Practice D5167.5.Standard Conditions5.1 The laboratory atmospheric conditions,hereinafter re-ferred to as standard conditions,shall be in accordance withPractice D618(23 6 2C,50 6 10%Relative Humidity).6.Cone Penetration,Non-Immersed6.1 ScopeThis test method covers determination of conepenetration of bituminous joint and crack sealers and fillers.1These test methods are under the jurisdiction of ASTM Committee D04 onRoad and Paving Materials and are the direct responsibility of SubcommitteeD04.33 on Formed In-Place Sealants for Joints and Cracks in Pavements.Current edition approved July 1,2016.Published August 2016.Originallyapproved in 1992.Last previous edition approved in 2015 as D5329 15.DOI:10.1520/D5329-16.2For 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 Document Summary page onthe ASTM website.Copyright ASTM International,100 Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959.United States1 6.2 Significance and UseThe cone penetration,non-immersed is a measure of consistency.Higher values indicatea softer consistency.6.3 ApparatusConduct this test using the apparatus de-scribed in Test Method D5,except as specified herein.Use apenetration cone in place of the standard penetration needle.The cone shall conform to the requirements given in TestMethods D217,except that the interior construction may bemodified as desired.The total moving weight of the cone andattachments shall be 150.0 6 0.1 g.6.4 Specimen PreparationPour a portion of the sampleprepared in accordance with Practice D5167 into a cylindrical,metal,flat bottom container of essentially 60 to 75 mm indiameter and 45 to 55 mm in depth and fill flush with the rimof the container.Allow the specimen to cure under standardconditions as specified in its respective material specification.6.5 ProcedurePlace the specimen in a water bath main-tained at 25 6 0.1C for 2 h immediately before testing.Remove the specimen from the bath and