ASTM D4956-2016 Standard Specification for Retroreflective Sheeting for Traffic Control《交通管制用反光板的标准规格》.pdf

1、Designation: D4956 16Standard Specification forRetroreflective Sheeting for Traffic Control1This standard is issued under the fixed designation D4956; the number immediately following the designation indicates the year oforiginal adoption or, in the case of revision, the year of last revision. A num

2、ber in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the U.S. Department of Defense.1. Scope1.1 This specification covers flexible, non-exposed glas

3、sbead lens and microprismatic, retroreflective sheeting designedfor use on traffic control signs, delineators, barricades, andother devices. This specification covers the performance ofretroreflective sheeting materials and does not specificallyaddress inks, overlays, or other imaging methods that m

4、ay beapplied to retroreflective sheeting material to create trafficsigns or other devices.1.2 The values stated in inch-pound units are to be regardedas standard. The values given in parentheses are mathematicalconversions to SI units that are provided for information onlyand are not considered stan

5、dard.1.3 The following safety hazards caveat pertains only to thetest methods portion, Section 7, of this specification. Thisstandard does not purport to address all of the safety concerns,if any, associated with its use. It is the responsibility of the userof this standard to establish appropriate

6、safety and healthpractices and determine the applicability of regulatory limita-tions prior to use.2. Referenced Documents2.1 ASTM Standards:2B209 Specification for Aluminum and Aluminum-AlloySheet and PlateB209M Specification for Aluminum and Aluminum-AlloySheet and Plate (Metric)B449 Specification

7、 for Chromates on AluminumE284 Terminology of AppearanceE308 Practice for Computing the Colors of Objects by Usingthe CIE SystemE808 Practice for Describing RetroreflectionE810 Test Method for Coefficient of Retroreflection ofRetroreflective Sheeting Utilizing the Coplanar GeometryE811 Practice for

8、Measuring Colorimetric Characteristics ofRetroreflectors Under Nighttime ConditionsE991 Practice for Color Measurement of Fluorescent Speci-mens Using the One-Monochromator MethodE1164 Practice for Obtaining Spectrometric Data for Object-Color EvaluationE1247 Practice for Detecting Fluorescence in O

9、bject-ColorSpecimens by SpectrophotometryE1347 Test Method for Color and Color-Difference Mea-surement by Tristimulus ColorimetryE1349 Test Method for Reflectance Factor and Color bySpectrophotometry Using Bidirectional (45:0 or 0:45)GeometryE2152 Practice for Computing the Colors of FluorescentObje

10、cts from Bispectral Photometric DataE2153 Practice for Obtaining Bispectral Photometric Datafor Evaluation of Fluorescent ColorE2301 Test Method for Daytime Colorimetric Properties ofFluorescent Retroreflective Sheeting and Marking Mate-rials for High Visibility Traffic Control and PersonalSafety Ap

11、plications Using 45:Normal GeometryG7 Practice for Atmospheric Environmental Exposure Test-ing of Nonmetallic MaterialsG113 Terminology Relating to Natural and Artificial Weath-ering Tests of Nonmetallic MaterialsG147 Practice for Conditioning and Handling of Nonmetal-lic Materials for Natural and A

12、rtificial Weathering TestsG151 Practice for Exposing Nonmetallic Materials inAccel-erated Test Devices that Use Laboratory Light SourcesG155 Practice for Operating Xenon Arc Light Apparatus forExposure of Non-Metallic Materials2.2 Other StandardsISO 4892-2:2006 Plastics Methods of exposure to labora

13、torylight sources - Part 2: Xenon-arc lampsISO 4892-2:2006/Amd.1:2009 Plastics Methods of expo-sure to laboratory light sources - Part 2: Xenon-arc lampsEN12899-1:2007 Fixed, vertical road traffic signs - Part 1:Fixed signs1This specification is under the jurisdiction of ASTM Committee D04 on Roadan

14、d Paving Materials and is the direct responsibility of Subcommittee D04.38 onHighway Traffic Control Materials.Current edition approved March 1, 2016. Published March 2016. Originallyapproved in 1989. Last previous edition approved in 2013 as D4956 13. DOI:10.1520/D4956-16.2For referenced ASTM stand

15、ards, 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

16、 19428-2959. United States13. Terminology3.1 DefinitionsDefinitions of terms are as described inTerminology E284, Practice E808, and Terminology G113.3.2 Definitions of Terms Specific to This Standard:3.2.1 reboundable sheeting, nretroreflective material in-tended to be attached to flexible impact r

17、esistant plasticdevices, such as traffic drum-like channelizing devices.4. Classification4.1 Retroreflective sheeting shall consist of a white orcolored sheeting having a smooth outer surface and thatessentially has the property of a retroreflector over its entiresurface. There are nine types and fi

18、ve classes of retroreflectivesheeting. Types are determined by conformance to theretroreflectance, color, and durability requirements listed in 6.1and may be of any construction providing that those require-ments are met. Type designation is provided as a means fordifferentiating functional performa

19、nce. Typical examples ofapplications are provided for descriptive information only andare not intended to be limitations or recommendations. Com-mon identifiers for each type are listed in 4.2.4.1.1 The typical applications for the retroreflective sheet-ing addressed in this specification are:Type T

20、ypical ApplicationI Highway signing, construction-zone devices, and delineatorsII Highway signing, construction-zone devices, and delineatorsIII Highway signing, construction-zone devices, and delineatorsIV Highway signing, construction-zone devices, and delineatorsV DelineatorsVI Temporary roll-up

21、signs, warning signs, traffic cone collars, and postbandsVII This type designation has been replaced with Type VIIIVIII Highway signing, construction-zone devices, and delineatorsIX Highway signing, construction-zone devices, and delineatorsX This type designation has been replaced with Type VIIIXI

22、Highway signing, construction-zone devices, and delineators4.2 Retroreflective sheeting shall be classified as follows(the type sequence is not indicative of performance level):4.2.1 Type IA retroreflective sheeting referred to as “en-gineering grade” that is typically an enclosed lens glass-beadshe

23、eting. Applications for this material include permanenthighway signing, construction zone devices, and delineators.4.2.2 Type IIA retroreflective sheeting referred to as“super engineer grade” that is typically an enclosed lensglass-bead sheeting. Applications for this material includepermanent highw

24、ay signing, construction zone devices, anddelineators.4.2.3 Type IIIA retroreflective sheeting referred to as“high-intensity” that is typically manufactured as an encapsu-lated glass-bead retroreflective material or as an unmetalizedmicroprismatic retroreflective element material. Applicationsfor th

25、is material include permanent highway signing, construc-tion zone devices, and delineators.4.2.4 Type IVA retroreflective sheeting referred to as“high-intensity” that is typically an unmetalized micropris-matic retroreflective element material. Applications for thismaterial include permanent highway

26、 signing, constructionzone devices, and delineators.4.2.5 Type VA retroreflective sheeting referred to as “su-per high-intensity” that is typically a metalized microprismaticretroreflective element material. This sheeting is typically usedfor delineators.4.2.6 Type VIAn elastomeric retroreflective s

27、heeting with-out adhesive. This sheeting is typically a vinyl microprismaticretroreflective material.Applications include orange temporaryroll-up warning signs, traffic cone collars, and post bands.4.2.7 Type VIIRetroreflective sheeting materials previ-ously classified as Type VII have been reclassi

28、fied as TypeVIII. The use of a designation as Type VII has been discon-tinued.4.2.8 Type VIIIA retroreflective sheeting typically manu-factured as an unmetalized cube corner microprismatic retrore-flective element material.Applications for this material includepermanent highway signing, construction

29、 zone devices, anddelineators.4.2.9 Type IXAretroreflective sheeting typically manufac-tured as an unmetalized cube corner microprismatic retrore-flective element material.Applications for this material includepermanent highway signing, construction zone devices, anddelineators.4.2.10 Type XRetroref

30、lective sheeting materials previ-ously classified as Type X have been reclassified as Type VIII.The use of a designation as Type X has been discontinued.4.2.11 Type XIA retroreflective sheeting typically manu-factured as an unmetalized cube corner microprismatic retrore-flective element material.App

31、lications for this material includepermanent highway signing, construction zone devices, anddelineators.NOTE 1All retroreflective sheetings, but especially microprismaticsheetings, may have unique performance characteristics outside of therange of the standard geometries presented in the tables that

32、 define thetypes. Certain applications may require the use of a particular productwithin a particular type in order to achieve a desired level of retroreflec-tivity in a given situation. In these cases, information concerningadditional performance characteristics must be obtained.4.3 Backing Classes

33、The backing required for retroreflec-tive sheeting shall be classified as follows:4.3.1 Class 1The adhesive backing shall be pressure-sensitive, require no heat, solvent, or other preparation foradhesion to smooth, clean surfaces.4.3.2 Class 2The adhesive backing shall have an adhesivethat shall be

34、activated by applying heat and pressure to thematerial. The temperature necessary to form a durable perma-nent bond shall be a minimum of 150F (66C).4.3.2.1 The Class 2 material shall be repositionable undernormal shop conditions and at substrate temperatures up to100F (38C) and without damage to th

35、e material. The Class 2material may be perforated to facilitate removal of air inheat-vacuum laminators, but the perforations must be of a sizeand frequency such that they do not cause objectionableblemishes when the sheeting is printed.4.3.3 Class 3The adhesive backing shall have a position-able lo

36、w-tack pressure-sensitive adhesive that requires no heat,solvent, or other preparation for adhesion to smooth, cleansurfaces. It shall be repositionable up to a temperature of 100F(38C) without damage to the material.D4956 1624.3.4 Class 4The adhesive backing shall have a low-temperature pressure-se

37、nsitive adhesive that permits sheetingapplications at temperatures down to +20F (7C) without theaid of heat, solvent, or other preparation for adhesion tosmooth, dry, clean surfaces.4.3.5 Class 5This shall be a nonadhesive backing made ofmaterial commercially used for self-supporting products suchas

38、 traffic cone collars, temporary roll-up warning signs, andpost bands.5. Ordering Information5.1 The purchaser using this specification shall include thefollowing information:5.1.1 ASTM designation (D4956),5.1.2 Classification type (see Section 4),5.1.3 Adhesive class (see 4.3),5.1.4 Daytime color (

39、see 6.3),5.1.5 Length and width of sheets (see 8.1),5.1.6 Length and width of rolls (see 8.2),5.1.7 Supplementary information, if required by thepurchaser, including:5.1.7.1 Compliance with the minimum coefficient of ret-roreflection for 0.1 observation angle is a supplementaryrequirement which shal

40、l apply only when specified. An obser-vation angle of 0.1 may be specified where the long distanceperformance of a sheeting is to be a requirement,5.1.7.2 Fungus-resistance testing requirements (see Supple-mentary Requirement S1), and5.1.7.3 Reboundable sheeting requirements (see Supple-mentary Requ

41、irement S2),5.1.8 Indication that the sheeting is intended for work zoneuse, if applicable, to determine which weathering requirementsapply, and5.1.9 Any additional information.6. Performance Requirements6.1 This is a summary of the minimum performance re-quirements for each type of retroreflective

42、sheeting.6.1.1 Type IMinimum Coefficient of RetroreflectionTable 1; Outdoor Weathering24 months, see 6.4; DaytimeLuminance FactorTable 2; Other requirements: When sheet-ing is specified for construction work zone applications, theoutdoor weathering shall be 12 months.6.1.2 Type IIMinimum Coefficient

43、 of RetroreflectionTable 3; Outdoor Weathering36 months, see 6.4; DaytimeLuminance FactorTable 2; Other requirements: When sheet-ing is specified for construction work zone applications, theoutdoor weathering shall be 12 months.6.1.3 Type IIIMinimum Coefficient of RetroreflectionTable 4; Outdoor Wea

44、thering36 months, see 6.4; DaytimeLuminance FactorTable 2; Other requirements: When sheet-ing is specified for construction work zone applications, theoutdoor weathering shall be 12 months.6.1.4 Type IVMinimum Coefficient of RetroreflectionTable 5; Outdoor Weathering36 months, see 6.4; DaytimeLumina

45、nce FactorTable 2; Other requirements: When sheet-ing is specified for construction work zone applications, theoutdoor weathering shall be 12 months.6.1.5 Type VMinimum Coefficient of RetroreflectionTable 6; Outdoor Weathering36 months, see 6.4; DaytimeLuminance FactorTable 2; Other requirements: Wh

46、en sheet-ing is specified for construction work zone applications, theoutdoor weathering shall be 12 months.6.1.6 Type VIMinimum Coefficient of RetroreflectionTable 7; Outdoor Weathering6 months, see 6.4; DaytimeLuminance FactorTable 2.TABLE 1 Type I SheetingAObservationAngleEntranceAngleWhite Yello

47、w Orange Green Red Blue Brown0.2 4 70 50 25 9.0 14 4.0 1.00.2 + 30 30 22 7.0 3.5 6.0 1.7 0.30.5 4 30 25 13 4.5 7.5 2.0 0.30.5 + 30 15 13 4.0 2.2 3.0 0.8 0.2AMinimum Coefficient of Retroreflection (RA) cd/fc/ft2(cdlx1m2).TABLE 2 Daytime Luminance Factor (Y %)AColorAll exceptType VType VMinimum Maximu

48、m Minimum MaximumWhite 27 . 15Yellow 15 45 12 30Orange 10 30 7.0 25Green 3.0 12 2.5 11Red 2.5 15 2.5 11Blue 1.0 10 1.0 10Purple 2.0 10 2.0 10Brown 1.0 9.0 1.0 9.0Fluorescent Yellow-Green 60Fluorescent Yellow 40Fluorescent Orange 20Fluorescent Pink 25 .AThe luminance factors shown for fluorescent col

49、ors consist of the sum of areflectance luminance factor and fluorescence luminance factor. The luminancefactor may be determined using a good approximation to Illuminant D65, requiringan instrument with an appropriately filtered light source, or by using a bispectralphotometer conforming to Test Method G147.TABLE 3 Type II SheetingAObservationAngleEntranceAngleWhite Yellow Orange Green Red Blue Brown0.2 4 140 100 60 30 30 10 5.00.2 + 30 60 36 22 10 12 4.0 2.00.5 4 50 33 20 9.0 10 3.0 2.00.5 + 30 28