ASTM D913-2010 Standard Practice for Evaluating Degree of Traffic Paint Line Wear《评估路标漆的线性磨损情况的标准实施规程》.pdf
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1、Designation: D913 10Standard Practice forEvaluating Degree of Traffic Paint Line Wear1This standard is issued under the fixed designation D913; 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
2、parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1. Scope1.1 This practice covers the evaluation of degree of resis-tance to wear that may occur with traffic paints (trafficmarkings) in road tests (see Prac
3、tice D713) or in actual service,using photographic standards for comparative evaluation.1.2 This standard does not purport to address all of thesafety problems, if any, associated with its use. It is theresponsibility of the user of this standard to establish appro-priate safety and health practices
4、 and determine the applica-bility of regulatory limitations prior to use.2. Referenced Documents2.1 ASTM Standards:2D713 Practice for Conducting Road Service Tests on FluidTraffic Marking Materials2.2 ASTM Adjuncts:Glossy Prints of Photographic Reference33. Terminology3.1 Definitions of Terms Specif
5、ic to This Standard:3.1.1 failure, described by these photographic references,nthat condition manifested in traffic paint by actual detach-ment of sections of the film from its substrate or erosion ofsections of paint down to the substrate.3.1.1.1 DiscussionThe degree of resistance to failure isjudg
6、ed by the amount of substrate that is covered.3.1.2 substrate, nthe roadway surface or previously ap-plied traffic marking over which the traffic paint being testedwas applied4. Significance and Use4.1 This practice is designed to evaluate the resistance towear of a traffic paint. It must be remembe
7、red that a highdegree of performance of paint applied to a bare road surfacemay not guarantee similar results when the same paint isapplied over old paint lines.5. Type of Failure5.1 The failure as described in Section 3 does not presumeany specific mechanism, and all areas where the substrate isvis
8、ible shall be considered a failure.6. Use of Photographic References6.1 The photographic references3that are part of thispractice are representative of the degrees of resistance to wearof stripes of traffic paint. The examples shown in Fig. 1 andFig. 2 are for illustration purposes only and should n
9、ot be usedfor evaluation.6.1.1 The degree of resistance to wear is likely to vary overany given area. It is therefore preferable to use one of thefollowing grading methods:6.1.1.1 Select an area as representative and base the relativeperformance of the stripe on this area or6.1.1.2 Grade segments of
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