《BS EN 1463-1-2009 Road marking materials — Retroreflecting road studs Part 1 Initial performance requirements.pdf》由会员分享，可在线阅读，更多相关《BS EN 1463-1-2009 Road marking materials — Retroreflecting road studs Part 1 Initial performance requirements.pdf（28页珍藏版）》请在三一文库上搜索。
1、? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? BS EN 1463-1:2009 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1463-1 March 2009 ICS 93.080.20Supersedes EN 1463-1:1997 English Version Road marking materials - Retroreflecting road studs - Part 1: Initial performance requirem
2、ents Produits de marquage routier - Plots rtrorflchissants - Partie 1 : Exigences initiales de performance Straenmarkierungsmaterialien - Markierungsknpfe - Teil 1: Anforderungen im Neuzustand This European Standard was approved by CEN on 17 February 2009. CEN members are bound to comply with the CE
3、N/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN Management Centre or
4、to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the official vers
5、ions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, S
6、pain, Sweden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national
7、Members. Ref. No. EN 1463-1:2009: E BS EN 1463-1:2009 EN 1463-1:2009 (E) Contents Page Foreword 3 Introduction . 4 1Scope 5 2Normative references 5 3Terms and definitions . 5 4Types of road stud . 6 5Performance requirements . 7 5.1Construction . 7 5.2Dimensions . 7 5.3Night-time visibility 7 5.3.1P
8、hotometric requirements 7 5.3.2Colorimetric requirements 9 5.4Daytime visibility of temporary road studs . 10 5.5Resilience of depressible road studs 11 6Road stud fixing . 11 7Marking . 11 Annex A (normative) Test method for the determination of the coefficient of luminous intensity. 12 A.1General
9、12 A.2Apparatus . 12 A.3Procedure . 13 A.4Calculation and expression of results . 13 Annex B (normative) Test method for the determination of chromaticity co-ordinates of retroreflected radiation 15 B.1General 15 B.2Apparatus . 15 B.3Procedure . 15 B.4Calculation and expression of results . 15 Annex
10、 C (normative) Test method for the determination of chromaticity co-ordinates and luminance factor for daytime visibility . 17 C.1General 17 C.2Apparatus . 17 C.3Measurement and calculation 17 Annex D (normative) Test method for the determination of the resilience of depressible road studs 18 D.1App
11、aratus . 18 D.2Procedure . 18 D.3Evaluation of the test 18 Annex ZA (informative) Clauses of this European Standard addressing the provisions of the EU Construction Products Directive 19 ZA.1 Scope and relevant characteristics 19 ZA.2 Procedure(s) for the attestation of conformity of retroreflecting
12、 road studs 20 ZA.2.1 System of attestation of conformity 20 ZA.2.2 Certificate and Declaration of Conformity 21 ZA.3 CE marking and labelling 22 Bibliography 25 ? BS EN 1463-1:2009 EN 1463-1:2009 (E) 3 Foreword This document (EN 1463-1:1997/A1:2009) has been prepared by Technical Committee CEN/TC 2
13、26 “ Road equipment” , the secretariat of which is held by AFNOR. This Amendment to the European Standard EN 1463-1:1997 shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by September 2009, and conflicting national standards
14、 shall be withdrawn at the latest by September 2009. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This European Standard supersedes
15、 EN 1463-1:1997. The technical change incorporated in this revision is the Table ZA.1 in Annex ZA. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Cze
16、ch Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. ? BS EN 1463-1:2009 EN 1463-1:2009 (E) 4 Int
17、roduction In Mandate M/111, there is a clear requirement for durability in use. In order to meet this requirement, EN 1463-1 specifies, in Annex ZA Table ZA.1, the standard EN 1463-2 (Road test performance specifications). However, in the current Table ZA.1, the classes S0 and R0 (no performance det
18、ermined) are included (just as a way to reflect the result of the mentioned durability test, which requires 1-year of road exposure for the applicant studs) and some notified bodies have interpreted this as meaning that it is not required to test to EN 1463-2 and consequently CE marks are being gran
19、ted without durability being tested. However, in other cases, the mentioned test has been carried out; therefore, both types of road studs are now in the market granting a “ well different” class of CE-marking. In order to rectify this unsatisfactory situation it is proposed to amend the requirement
20、 for “ R” to become R1 to R4 - i.e. eliminating R0, which might have caused the confusion, and thus meaning that a road test has to be carried out and the requirement for durability is met. In addition, it is also proposed that the requirement for “ S” is deleted as this is not necessary to also hav
21、e this to ensure durability is tested. ? BS EN 1463-1:2009 EN 1463-1:2009 (E) 5 1 Scope This European Standard specifies the initial performance requirements and laboratory test methods for retroreflecting road studs intended for use as permanent and temporary road marking materials. 2 Normative ref
22、erences The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 1463-2:2000, Road marking materials Re
23、troreflecting road studs Part 2: Road test performance specifications ISO 10526, CIE standard illuminants for colorimetry ISO 10527, CIE standard colorimetric observers CIE publication No. 054.2-2001, Retroreflection: Definition and measurement IEC/CIE publication No. 017.4-1987, International light
24、ing vocabulary, 4th ed. (Joint publication IEC/CIE) 3 Terms and definitions For the purposes of this European Standard, the terms and definitions in CIE publication 17.4:1987 apply together with the following. 3.1 retroreflecting road stud (called “road stud” in this standard) horizontal guiding dev
25、ice that reflects incident light by means of retroreflectors (see 3.2) in order to warn, guide or inform road users NOTE Retroreflecting road studs may be constructed in either one or more integral parts and may be bonded to, anchored within or embedded within the road surface. The retroreflecting p
26、ortion may be unidirectional or bidirectional, depressible or non depressible. This device may be either permanent (type P) or temporary (type T). 3.2 retroreflector device which reverses the direction of visible light striking it and returns it along a path substantially parallel to its original pa
27、th NOTE It may be made of glass (type 1), plastic (type 2) or plastic with an abrasion resistant surface (type 3). It may have a reflective coating at the back. 3.3 non depressible road stud substantially rigid road stud not designed to deform under the passage of traffic (type A) 3.4 depressible ro
28、ad stud road stud designed to have one or more parts which deform under traffic and recover to their original geometry after removal of the traffic load (type B) 3.5 bonded road stud road stud fixed to the road surface using an adhesive applied to the stud and/or to the road surface at the time of i
29、nstallation ? BS EN 1463-1:2009 EN 1463-1:2009 (E) 6 3.6 self-adhesive road stud road stud precoated with adhesive NOTE An adhesion enhancer (see 3.7) may be required under some climatic conditions. 3.7 adhesion enhancer additional coating on the load bearing surface of the road stud or on the road
30、surface which improves the performance of the adhesive bond 3.8 anchored road stud road stud fixed to the road surface using an anchor or spigot NOTE The anchor(s) or spigot(s) may be an extension of the road stud body or a separate part(s) supplied for the purpose. The principal load bearing interf
31、ace of the road stud and the road is between the surface of the road and the underside of the road stud. 3.9 embedded road stud road stud fixed into a prepared cavity of an appropriate dimension cut into the road surface NOTE The principal load bearing interface of the road stud and the road is betw
32、een a downward facing surface of the road stud and an upward facing surface of the cavity. 4 Types of road stud Road studs are classified in this European Standard in accordance with Tables 1, 2 and 3. Table 1 - Classification of road studs by use Use Type Permanent road stud 1) P Temporary road stu
33、d 2) T 1) Provides night-time warning guidance and information to road users. 2) Provides daytime and night-time warning guidance and information to the road user by stimulating the use of three senses. It is received visually and can be heard and felt through the rumble effect. Temporary road studs
34、 are used only at road construction/maintenance sites. Table 2 - Classification of road studs by reflector Reflector Type Glass 1 Plastic 2 Plastic with abrasion resistant layer 3 NOTE The abrasion resistant layer is applied on the surface exposed to traffic. ? BS EN 1463-1:2009 EN 1463-1:2009 (E) 7
35、 Table 3 - Classification of road studs by design Design Type Non depressible road stud A Depressible road stud B 5 Performance requirements 5.1 Construction For safety reasons the enveloping profile of the road studs shall not present any sharp edges to traffic. If the road stud consists of two or
36、more parts, each replaceable part shall be removable only with a tool recommended by the manufacturer. 5.2 Dimensions The height of that part of a road stud designed to be above the road surface shall be as follows: - class H 0 - no performance determined; - class H 1 - up to 18 mm; - class H 2 - fr
37、om more than 18 mm to 20 mm; - class H 3 - from more than 20 mm to 25 mm. NOTE Class H 0 road studs are not intended to be subjected to traffic load. Maximum horizontal dimensions of that part of a road stud which is exposed to traffic after installation are classified as follows: - class HD 0 - no
38、performance determined; - class HD 1 - in the direction of travel: length 250 mm, width 190 mm; - class HD 2 - in the direction of travel: length 320 mm, width 230 mm. NOTE Class HD 0 road studs are intended for use when other functional needs of the road stud are required (e.g. to be snowploughed).
39、 Minimum horizontal dimensions of that part of a temporary road stud which is exposed to traffic after installation are classified as follows: - class HDT 0 - no performance determined; - class HDT 1 - in the direction of travel: length 35 mm, width 84 mm; - class HDT 2 - in the direction of travel:
40、 length 75 mm, width 90 mm. 5.3 Night-time visibility 5.3.1 Photometric requirements 5.3.1.1 Permanent road stud When tested in accordance with Annex A, each retroreflective face of the road stud shall have a coefficient of luminous intensity (R) as classified (see Table 4) multiplied by the appropr
41、iate colour factor given in Table 5. - class PRP 0 - no performance determined; - class PRP 1 - not less than given in Table 4. ? BS EN 1463-1:2009 EN 1463-1:2009 (E) 8 Table 4 - Class PRP 1 - Minimum R values for type 1, type 2 and type 3 road studs as new Entrance angle H V = 0 Observation angle M
42、in. R mcd lx-1 Type 1 2 3 15 2 2 2,5 1,5 10 1 10 25 10 5 0,3 20 220 150 Table 5 - Colour factors for the retroreflectors of road studs Colour Colour factor White 1,0 Yellow 0,6 Amber 0,5 Red 0,2 Green 0,2 5.3.1.2Temporary road studs When tested in accordance with Annex A, each retroreflective face o
43、f the road stud shall have a coefficient of luminous intensity (R) as classified (see Tables 6 to 8) multiplied by the appropriate colour factor given in Table 5: - class PRT 0 - no performance determined; - class PRT 1 - not less than Table 6; - class PRT 2 - not less than Table 7; - class PRT 3 -
44、not less than Table 8. The minimum R values for type 1, type 2 and type 3 road studs, as new, are given in Tables 6 to 8. Table 6 - Class PRT 1 - Minimum R values for type 1, type 2 and type 3 read studs as new Entrance angle H V = 0 Observation angle Min. R mcd lx-1 Type 1 2 3 15 2 2 2,5 1,5 10 1 1
45、0 25 10 5 0,3 20 220 150 Table 7 - Class PRT 2 - Minimum R values for type 1, type 2 and type 3 road studs as new Entrance angle H V = 0 Observation angle Min. R mcd lx-1 Type 1 2 3 15 2 1,4 2,0 1,4 10 1 7 10 7 5 0,3 13 60 40 BS EN 1463-1:2009 EN 1463-1:2009 (E) 9 Table 8 - Class PRT 3 - Minimum R values for type 1, type 2 and type 3 road studs as new Entrance angle H V = 0 Observation angle Min. R mcd lx-1 Type 1 2 3 10 1 7 10 7 5 0,3 13 60 40 5.3.1.3 Interpretation of the results A road stud shall not be considered to fail the photometric requirements if the measured co