ASTM E2367-2005(2014) Standard Test Method for Measurement of Nighttime Chromaticity of Pavement Marking Materials Using a Portable Retroreflection Colorimeter《采用便携式反射比色计测量路面标记材料的夜.pdf

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ASTM E2367-2005(2014) Standard Test Method for Measurement of Nighttime Chromaticity of Pavement Marking Materials Using a Portable Retroreflection Colorimeter《采用便携式反射比色计测量路面标记材料的夜.pdf_第1页
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ASTM E2367-2005(2014) Standard Test Method for Measurement of Nighttime Chromaticity of Pavement Marking Materials Using a Portable Retroreflection Colorimeter《采用便携式反射比色计测量路面标记材料的夜.pdf_第2页
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ASTM E2367-2005(2014) Standard Test Method for Measurement of Nighttime Chromaticity of Pavement Marking Materials Using a Portable Retroreflection Colorimeter《采用便携式反射比色计测量路面标记材料的夜.pdf_第3页
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ASTM E2367-2005(2014) Standard Test Method for Measurement of Nighttime Chromaticity of Pavement Marking Materials Using a Portable Retroreflection Colorimeter《采用便携式反射比色计测量路面标记材料的夜.pdf_第4页
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1、Designation: E2367 05 (Reapproved 2014)Standard Test Method forMeasurement of Nighttime Chromaticity of PavementMarking Materials Using a Portable RetroreflectionColorimeter1This standard is issued under the fixed designation E2367; the number immediately following the designation indicates the year

2、 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 This test method covers measurement of the nighttimechro

3、maticity coordinates (x, y) of horizontal pavementmarkings, such as traffic stripes and surface symbols, using aportable retroreflection colorimeter that can be placed on theroad delineation to measure the chromaticity at a prescribedgeometry.1.2 The entrance and observation angles of the retrorecol

4、o-rimeter affect the readings. As specified by the EuropeanCommittee for Standardization (CEN EN 1436), the entranceand observation angles shall be 88.76 and 1.05, respectively.1.3 This test method is intended to be used for fieldmeasurement of pavement markings but may be used tomeasure the chromat

5、icity of materials on sample panels beforeplacing the marking material in the field.1.4 The portable retroreflection colorimeter may integratemeasurement of the coefficient of retroreflected luminance RLin accordance with Test Method E1710 and thus be anintegrated retroreflectometer/ retroreflection

6、 colorimeter.1.5 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.

7、 Referenced Documents2.1 ASTM Standards:2D6628 Specification for Color of Pavement Marking Mate-rialsE284 Terminology of AppearanceE308 Practice for Computing the Colors of Objects by Usingthe CIE SystemE811 Practice for Measuring Colorimetric Characteristics ofRetroreflectors Under Nighttime Condit

8、ionsE1710 Test Method for Measurement of RetroreflectivePavement Marking Materials with CEN-Prescribed Ge-ometry Using a Portable Retroreflectometer2.2 Other Standard:CEN EN 1436 Road Marking MaterialsRoad MarkingPerformance for Road Users33. Terminology3.1 The terminology used in this test method g

9、enerallyagrees with that used in Terminology E284. The definitionsgiven in Test Method E1710 and Practice E811 apply in thistest method as well.3.2 Definitions:3.2.1 reflection colorimeter, nan instrument that illumi-nates a specimen and applies a colorimeter to the lightreflected.3.2.2 retroreflect

10、ion colorimeter, na reflection colorimeterfor which the illumination (influx) and reception (efflux)directions are within a few degrees of each other.4. Summary of Test Method4.1 This test method involves the use of portable retrore-flection colorimeters for determining the chromaticity coordi-nates

11、 (x, y) of horizontal coatings materials used in pavementmarkings.4.2 The entrance angle is fixed at 88.76 (co-entrance anglee of 1.24).4.3 The observation angle is fixed at 1.05 (co-viewingangle a of 2.29).4.4 The presentation angle shall be 0 (azimuthal angle b of180).1This test method is under th

12、e jurisdiction of ASTM Committee E12 on Colorand Appearance and is the direct responsibility of Subcommittee E12.10 onRetroreflection.Current edition approved Jan. 1, 2014. Published January 2014. Originallyapproved in 2005. Last previous edition approved in 2005 as E2367 05. DOI:10.1520/E2367-05R14

13、.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.3Available from European Committee for Standardization (CEN)

14、, AvenueMarnix 17, B-1000, Brussels, Belgium, http:/www.cen.eu.Copyright ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States14.5 The retroreflection colorimeters use one or more exter-nal panels or other instrument standards of known chromaticityco

15、ordinates (x, y), or known spectral distribution of reflectedpower PSi.4.6 The portable retroreflection colorimeter is placed so thatthe measurement area of the retroreflection colorimeter fitswithin the width of the stripe, and the readings displayed by theretroreflection colorimeter are recorded.4

16、.7 Readings shall be taken for the direction of traffic(supplementary azimuthal angle d of 0). Readings shall betaken for each direction of traffic separately for centerlines.5. Significance and Use5.1 The chromaticity of the stripe is determined by means ofthe tristimulus values X, Y and Z for the

17、CIE 1931 (2) standardobserver for CIE standard illuminantA, which are converted tothe chromaticity coordinates (x, y) and shown in the CIE 1931(x, y)-chromaticity diagram. Refer to Practice E308.5.2 Under the same conditions of illumination and viewing,the chromaticity coordinates (x, y) represent t

18、he nighttimecolor of pavement markings in vehicle headlamp illuminationas seen by drivers of the vehicles.5.3 The chromaticity of pavement (road) markings maychange with traffic wear and require periodic measurement toensure that the chromaticity is maintained within boundaries(see Specification D66

19、28 for examples of color boundaries).5.4 As specified by CEN EN 1436 and Test Method E1710,the measurement geometry of the instrument is based on aviewing distance of 30 m, a headlamp mounting height of 0.65m and an eye height of 1.2 m.5.5 It shall be the responsibility of the user to employ aninstr

20、ument having the specified observation and entranceangles.6. Apparatus6.1 Portable Retroreflection Colorimeter:6.1.1 The retroreflection colorimeter shall be portable, withthe capability to be placed on various horizontal pavementmarkings in different locations.6.1.2 The retroreflection colorimeter

21、shall be constructed sothat placement on the highway pavement markings will pre-clude any stray light entering the measurement area of theinstrument and affecting the reading. This may be done byshielding against stray light, or by subtraction of the stray lightreading, or both. Alternatively, the r

22、etroreflection colorimetershall produce a warning signal when stray light could affect thereading.6.1.3 For the convenience of the user, a marking shall beplaced on the instrument to permit it to be aligned with thedirection of traffic, or the instrument design shall itself indicatethe measuring dir

23、ection in an obvious manner.6.2 Light Source Requirements:6.2.1 The light source shall comply with requirements ofTest Method E1710, Light Source Requirements section con-cerning projection optics and aperture angle.6.3 Retroreflection Colorimeter Requirements:6.3.1 The retroreflection colorimeter s

24、hall demonstrate thecapability to repeatably and reproducibly measure values of thecoefficient of retroreflected luminance over the range from 100to 2000 mcdm-2lx-1to within 10 % of the assigned value. Inexceptional cases, RLvalues can be even higher, up to 3000mcdm-2lx-1.6.3.2 The retroreflection c

25、olorimeter shall provide X, Y andZ tristimulus values according to the CIE 1931 (2) colormatching functions. The retroreflection colorimeter must beable to apply illumination condition correction for CIE illumi-nant A, and may either be a tristimulus colorimeter or aspectrocolorimeter.6.3.2.1 A tris

26、timulus colorimeter may have filters that canbe inserted individually in front of a receiver to providematches of the combined spectral distribution of the illumina-tion and the spectral responsivity of the receiver to thecombined spectral distribution of CIE illuminantAand the CIE1931 (2) x(), y()

27、and z() color-matching functions, respec-tively. The x() function has two distinct lobes. This may bedealt with by splitting x() into xshort() and xlong(), each witha separate filter. The filters may be manually or automaticallyoperated.6.3.2.2 A spectrocolorimeter may measure the spectral re-flecta

28、nce in equal wavelength steps covering at least thewavelength range from 400 to 700 nm, with a maximum halfpower bandwidth of 10 nm in maximum step increment of 10nm and from these data derive X, Y and Z tristimulus values.NOTE 1It is expected that a future version of this test method willinclude me

29、asurement of pavement marking chromaticity under lightingsystems other than tungsten approximating CIE standard illuminantA. Forsome of these, a 5 nanometer half power bandwidth and 5 nanometerincrement is recommended.NOTE 2Use of filters provides larger signals than measurement of thespectral distr

30、ibution.6.3.3 The retroreflection colorimeter shall determine thechromaticity coordinates (x, y) for CIE A and the CIE 1931Observer of white and yellow pavement markings with a valueof the coefficient of retroreflected luminance RLof 100mcdm-2lx-1, or higher, with a minimum reproducibly of 0.005in b

31、oth x and y, when calibrated and used according to theinstrument manufacturers instructions.6.3.4 The retroreflection colorimeter shall comply withrequirements of Test Method E1710, Receiver Requirementssections concerning respectively receiver aperture, combinedstability of the output of the light

32、source and receiver, andlinearity.6.4 Measurement Geometry:6.4.1 The measurement geometry shall comply with re-quirements of Test Method E1710, Measurement Geometrysection.7. Standardization and Procedure7.1 The instrument will either require an external blackstandard or it will incorporate an inter

33、nal black standard orsome other internal means of zeroing.7.1.1 If the instrument standardization requires a blackstandard then the black standard shall have virtually noretroreflection over the range of wavelengths for the visibleE2367 05 (2014)2part of the spectrum. The black standard may be a bla

34、ck glassor a light trap. For some instruments, the black standard may bean unobstructed free path obtained by a lift or a tilt of theinstrument.7.2 A portable instrument with a tristimulus colorimeter,refer to 6.3.2, can be calibrated using a black standard (ifrequired) and one, two, three or more i

35、nstrument standardsconsisting of separate panels or other instruments standards.7.2.1 The instrument standard(s) shall have known andreproducible XS, YSand ZStristimulus values measured at thesame geometry as used in the portable instrument.Alternatively, the values of YSand the (x, y) chromaticityc

36、oordinates may be known instead of the tristimulus values.NOTE 3Some instruments measure RLin addition to the chromaticitycoordinates (x, y), and for these instruments YSshould be in the scale ofRL.7.2.2 The producer of the instrument shall provide thesoftware needed to guide the user through the ca

37、librationprocedure and to obtain the chromaticity values (x, y) from themeasurements.7.2.3 The accuracy of the measurement depends in particu-lar on the quality of the match of the filters described in 6.3.2.Additional factors are signal to noise ratio and other matters.7.2.4 Use of three suitable i

38、nstrument standards may lead toa more accurate determination of the chromaticity of white andyellow pavement markings than use of only one instrumentstandard. Use of more than three standards may furtherimprove the accuracy for white and yellow road markings, ormay extend the applicability of the in

39、strument to more colors.NOTE 4A convenient choice of three instrument standards is a whitetilted reflection standard, either without any filter in front, or covered witha yellow or an amber long pass absorption filter with pass wavelengths of515 nm and 550 nm, respectively. Such instrument standards

40、 havetypically (x, y) coordinates as shown in Fig. 1.7.3 Aportable instrument with a spectrocolorimeter, refer to6.3.2, can be standardized using a black standard (if required)and one instrument standard.7.3.1 The instrument standard shall have a spectral distri-bution of reflected power PSimeasured

41、 at the same geometry,and at the same wavelengths, as used in the portable instru-ment.7.3.2 The producer of the instrument shall provide thesoftware needed to guide the user through the calibrationprocedure and to obtain the chromaticity values (x, y) from themeasurements.NOTE 5The spectrum Mbof th

42、e black standard (if required) and thespectrum Miof the instrument standard are measured, the resultingspectrum MSi=MiMbis formed and a spectrum of calibration factorsFiis formed by Fi=PSi/MSi. When a spectrum Mihas been measured fora pavement marking, the spectrum of reflected power Piof the paveme

43、ntmarking is determined by Pi=Fi(MiMb). The tristimulus values X, Yand Z are determined by weighted summations of Pi, using the spectraldistributions of CIE standard illuminant A and of the x(), y() and z()color-matching functions, respectively, as weights.7.3.3 The accuracy of the measurement depen

44、ds on wave-length accuracy, signal to noise ratio and other matters.7.3.4 Asuitable choice of the instrument standard is a whitetilted reflection standard, which provides a fairly strong signalfor all wavelengths of the measured spectrum Mi.7.4 Note that transporting the instrument from an air con-d

45、itioned area to the test site may result in fogging of mirrors orglass surfaces (if any) in the instrument. If there is any doubtconcerning the calibration or the readings are not constant,allow the instrument to reach ambient conditions and recali-brate with the instrument standard(s).FIG. 1 Exampl

46、e Chromaticity Co-Ordinate Plot of White Standard and Test FiltersE2367 05 (2014)38. Procedure8.1 Follow the manufacturers instructions for operation ofthe retroreflection colorimeter, which generally uses the fol-lowing procedure:8.1.1 Ambient temperature shall not be less than 4C(40F).8.1.2 The su

47、rface of the marking shall be clean and dry.8.1.3 Turn on the retroreflection colorimeter, and allow it toreach equilibrium following the manufacturers instructions.8.1.4 Standardize the retroreflection colorimeter using theblack standard, if any, and the instrument standard(s) suppliedwith the inst

48、rument according to the manufacturers instruc-tions.8.1.5 For instruments with an internal reference surface,insert that surface into the light path and read the signals fromthe display. Record these readings.8.1.6 Place the retroreflection colorimeter squarely on thepavement marking material, ensur

49、ing that the measurementarea of the retroreflection colorimeter fits within the width ofthe stripe. The reading direction of the retroreflection colorim-eter shall be placed in the direction of traffic. Readings shall betaken for each direction of traffic separately for centerlines.8.1.7 Record the retroreflection colorimeter readings, andthen move to other locations on the sample set separatedsufficiently to provide meaningful data (typically 1 meter), andrecord the results. At intervals of one hour or less, check thestandardizat

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