SIST EN 12966:2015+A1:2019
(Main)Road vertical signs - Variable message traffic signs
Road vertical signs - Variable message traffic signs
This European Standard provides specifications for two types of variable message signs (VMS); i.e. continuous (see 3.4) and discontinuous (see 3.7).
This European Standard covers mobile, temporary and permanently installed VMS used in circulation areas, on public and private land, including tunnels for the information, guidance, warning and/or direction of traffic. Test modules are used to demonstrate compliance with the requirements.
This European Standard specifies visual and physical characteristics of VMS as well as their durability aspects. It also provides relevant requirements and corresponding test methods, assessment and verification of constancy of performance (AVCP) and marking.
NOTE Provisions for the evaluation of conformity with regards to type testing are further specified in 6.2; provisions with regards to factory production control (FPC) are further specified in 6.3.
This European Standard does not cover
a) sign gantries, cantilevers, posts (supports) and foundations,
b) signal heads,
c) sizes and shapes of VMS messages,
d) control units and monitoring units unless inside the VMS,
e) control of sign luminance.
Vertikale Verkehrszeichen - Wechselverkehrszeichen
Diese Europäische Norm enthält Festlegungen zu zwei Arten von Wechselverkehrszeichen (WVZ); d. h. zu kontinuierlichen (siehe 3.4) und diskontinuierlichen (siehe 3.7) Wechselverkehrszeichen.
Diese Europäische Norm behandelt mobile, temporäre und dauerhaft aufgestellte WVZ, die auf Verkehrs-flächen, auf öffentlichem oder privatem Gelände, einschließlich in Tunneln, zur Information, als Leitlinie, Warnhinweis und/oder Richtungsanzeige aufgestellt werden. Prüfmodule werden verwendet, um die Übereinstimmung mit den Anforderungen nachzuweisen.
Diese Europäische Norm legt die visuellen und physikalischen Merkmale von WVZ sowie deren Dauerhaftig-keitsaspekte fest. Sie enthält außerdem die maßgeblichen Anforderungen und die entsprechenden Prüf-verfahren, die Bewertung und Überprüfung der Leistungsbeständigkeit (AVCP) und die Kennzeichnung.
ANMERKUNG Die Bestimmungen zur Bewertung der Konformität im Hinblick auf die Typprüfung werden ausführlicher in 6.2 beschrieben; Bestimmungen im Hinblick auf die werkseigene Produktionskontrolle (WPK) werden ausführlicher in 6.3 beschrieben.
Diese Europäische Norm behandelt keine:
a) Schilderbrücken, Ausleger, Maste (Träger) und Fundamente;
b) Signalgeber;
c) Größen und Formen von WVZ-Zeicheninhalten;
d) Bedienungs- und Überwachungseinheiten, es sei denn, sie befinden sich im WVZ;
e) Steuerung der Leuchtdichte von Verkehrszeichen.
Signaux de signalisation routière verticale - Panneaux à messages variable
La présente Norme européenne spécifie des spécifications pour les deux types de panneaux à messages variables (PMV) existants : les panneaux continus (voir 3.4) et les panneaux discontinus (voir 3.6).
La présente Norme européenne spécifie les caractéristiques visuelles et physiques des PMV ainsi que leurs aspects de durabilité. Elle fournit également les exigences pertinentes et les méthodes d'essai correspondantes, l'évaluation de conformité et le marquage.
La présente Norme européenne couvre les PMV utilisés dans les zones de circulation, sur terrain public ou privé, y compris les tunnels, pour fournir des informations, des indications de direction, des avertissements et/ou des directions. Des modules d'essai sont utilisés pour démontrer la conformité aux exigences.
La présente Norme européenne ne couvre pas :
a) les portiques, potences, poteaux (supports) et fondations de panneaux,
b) les têtes de feux,
c) les tailles et les formes des messages des PMV,
d) les organes de contrôle et de surveillance à l'exception de ceux intégrés au module d'essai,
e) le contrôle de la luminance des panneaux.
Pokončni cestni znaki - Prometni znaki s spremenljivo vsebino
Ta evropski standard določa specifikacije za dve vrsti prometnih znakov s spremenljivo vsebino (VMS), ki se prikazuje neprekinjeno (glej 3.4) in prekinjeno (glej 3.7).
Ta evropski standard zajema mobilne, začasne in stalno nameščene prometne znake s spremenljivo vsebino, ki se uporabljajo na prometnih površinah, na javnih ter zasebnih zemljiščih, vključno s predori, za informiranje, usmerjanje, opozarjanje in/ali upravljanje prometa. Za dokazovanje skladnosti z zahtevami se uporabljajo preskusni moduli.
Ta evropski standard določa vizualne in fizikalne značilnosti prometnih znakov s spremenljivo vsebino ter vidike njihove trajnosti. Poleg tega podaja ustrezne zahteve in preskusne metode, ocenjevanje in preverjanje nespremenljivosti lastnosti (AVCP) ter označevanje.
OPOMBA: Določbe za ocenjevanje skladnosti v zvezi s tipskim preskušanjem so podrobneje določene v točki 6.2; določbe v zvezi s kontrolo tovarniške proizvodnje (FPC) so podrobneje določene v točki 6.3.
Ta evropski standard ne zajema:
a) podstavkov znakov, konzol, stebrov (podpornih) in temeljev,
b) signalnih glav,
c) velikosti in oblik sporočil prometnih znakov s spremenljivo vsebino,
d) enot za kontrolo in nadzor, razen če so v prometnih znakih s spremenljivo vsebino,
e) kontrole svetilnosti znakov.
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Vertikale Verkehrszeichen - WechselverkehrszeichenSignaux de signalisation routière verticale - Panneaux à messages variableRoad vertical signs - Variable message traffic signs93.080.30Cestna oprema in pomožne napraveRoad equipment and installationsICS:Ta slovenski standard je istoveten z:EN 12966:2014+A1:2018SIST EN 12966:2015+A1:2019en,fr,de01-februar-2019SIST EN 12966:2015+A1:2019SLOVENSKI
STANDARDSIST EN 12966:20151DGRPHãþD
SIST EN 12966:2015+A1:2019
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 12966:2014+A1
December
t r s z ICS
{ uä r z rä u r Supersedes EN
s t { x xã t r s vEnglish Version
Road vertical signs æ Variable message traffic signs Signaux de signalisation routière verticale æ Panneaux à messages variable
Vertikale Verkehrszeichen æ WechselverkehrszeichenThis European Standard was approved by CEN on
s z October
t r s v and includes Amendment
s approved by CEN on
s r October
t r s zä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre:
Rue de la Science 23,
B-1040 Brussels
9
t r s z CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s t { x xã t r s v ªA sã t r s z ESIST EN 12966:2015+A1:2019
EN 12966:2014+A1:2018 (E) 2 Contents Page European foreword . 7 Introduction . 9 1 Scope . 10 2 Normative references . 10 3 Terms and definitions . 11 4 Product characteristics . 15 4.1 Dimensions and tolerances requirements . 15 4.2 General design requirement . 15 4.3 Visual performance requirements of continuous VMS . 15 4.4 Visual performance requirements of discontinuous VMS . 16 4.5 Physical performance requirements . 25 4.6 Dangerous substances . 28 5 Testing, assessment and sampling methods . 29 5.1 Test sequence . 29 5.2 Durability . 29 5.3 Test modules . 29 5.4 Physical performance test methods . 31 5.5 Visual performance test methods . 37 6 Assessment and verification of constancy of performance (AVCP) . 46 6.1 General . 46 6.2 Type testing . 46 6.3 Factory production control (FPC) . 52 7 Classification and designation . 59 7.1 General . 59 7.2 Continuous retro-reflective VMS . 59 7.3 Continuous, externally illuminated retro-reflective VMS . 59 7.4 Discontinuous VMS . 60 8 Marking, labelling and packaging . 61 9 Product information . 61 Annex A (normative)
Equivalent area . 63 A.1 General . 63 A.2 Calculation of the luminance. 63 A.3 Calculation of non-matrix equivalent areas . 66 A.3.1 Equivalent area for a line of elements. . 66 A.3.2 Equivalent area for a symbol fully populated with elements . 67 A.3.3 Equivalent area for a symbol partially populated with elements . 67 Annex B (normative)
VMS performance declaration codes for marking . 69 B.1 General . 69 B.2 Code for continuous retro-reflective VMS . 69 B.3 Code for externally illuminated continuous retro-reflective VMS . 69 B.4 Code for discontinuous VMS . 70 Annex L (informative)
Terminology used in this European Standard . 71 Annex M (informative)
Guidance on graphics for discontinuous light emitting signs . 73 M.1 General . 73 M.2 Apparent luminance of lines and letter strokes . 73 SIST EN 12966:2015+A1:2019
EN 12966:2014+A1:2018 (E) 3 M.2.1 General . 73 M.2.2 Further technical explanation of Apparent luminance. 74 M.3 VMS with colour inversion . 75 M.4 VMS without colour inversion . 81 Annex N (informative)
Guidance on dimensions , luminance, beam width,
legibility and efficiency for discontinuous VMS . 83 N.1 General . 83 N.2 Dimensions . 83 N.2.1 General . 83 N.2.2 Text . 84 N.2.3 Circles. 84 N.2.4 Triangles . 85 N.3 Luminance and beam width classes . 85 N.4 Beam width and distances of legibility . 90 N.4.1 Group of VMS, centred above the road . 90 N.4.2 Group of VMS, not centred above the road . 91 N.4.3 Curved road sections . 92 N.4.4 Limits of legibility due to vertical beam . 93 N.4.5 Calculation of recognition time . 95 N.4.5.1 General . 95 N.4.5.2 Distances in metres per second at various speeds . 95 N.4.5.3 Example of calculation of the recognition time . 95 N.4.5.3.1 General . 95 N.4.5.3.2 Using beam width class B2 . 96 N.4.5.3.3 Using beam width class B4 . 97 N.4.5.3.4 Using beam width class B6 . 97 N.4.5.4 Conclusions after calculation of recognition time . 98 N.4.6 Luminance and luminance ratio . 98 N.4.7 Beam width . 99 N.5 Energy efficiency . 99 Annex O (informative)
Specific design issues . 100 O.1 Finish . 100 O.2 Front panels . 100 O.3 Front screens . 100 O.4 Appearance . 100 O.5 Electrolytic compatibility . 100 O.6 Protection against thermal overload . 100 O.7 Physical security against unauthorized access . 100 O.8 Interfaces between VMS, control, and higher order equipment. 100 O.9 Diagnostic . 101 Annex P (informative)
Guidance for design of VMS messages. 102 P.1 Design of VMS messages . 102 P.2 Specifying text dimensions . 103 Annex Q (informative)
Technical documentation. 106 Q.1 Sign enclosure . 106 Q.2 Electrical equipment . 106 Q.3 Mounting devices (if applicable) . 106 Q.4 Retro-reflective and non retro-reflective components . 106 Annex R (informative)
Example of recommended summary of class combinations. 108 SIST EN 12966:2015+A1:2019
EN 12966:2014+A1:2018 (E) 4 Annex ZA (informative)
!Relationship of this European Standard with Regulation (EU) No.305/2011 . 116 ZA.1 Scope and relevant characteristics . 116 ZA.2 System of Assessment and Verification of Constancy of Performance (AVCP) . 119 ZA.3 Assignment of AVCP tasks . 119 ZA.4 The following clauses are not related to Regulation (EU) No 305/2011: . 120 Bibliography . 121 Figures Page Figure 1 — Chromaticity areas for the colour classes C1 and C2 plotted in the CIE 1931 chromaticity diagram . 18 Figure 2 — Examples of passed and failed luminance distributions . 23 Figure 3 — Examples of variable message traffic sign test modules in front view – a) and c) - and side view b) . 31 Figure 4 — Side elevation of the set-up for the measurement of luminance and luminance ratio . 38 Figure 5 — Layout examples for a test module and the positioning of the measuring area (circle) of the luminance meter . 43 Figure A.1 — Merging of elements . 63 Figure A.2 — Character with a regular orthogonal matrix of (5 × 8) elements . 64 Figure A.3 — Open line . 66 Figure A.4 — Closed line . 66 Figure A.5 — Example of symbol with an area fully populated with elements . 67 Figure A.6 — Example of symbol with an area partially populated with elements . 68 Figure B.1 — Code of performance classes of continuous retro-reflective VMS. 69 Figure B.2 — Code of performance classes of externally illuminated continuous retro-reflective VMS . 70 Figure B.3 — Code of performance classes of discontinuous VMS . 70 Figure L.1 — Parts of a VMS . 71 Figure L.2 — Test configuration . 72 Figure M.1 — A legend seen at short (left), longer (centre), and very long distance (right) . 74 Figure M.2 — Example for calculation of dimensions of circular mandatory VMS . 78 Figure M.3 — Example for calculation of dimensions of circular mandatory VMS . 79 Figure M.4 — Example for calculation of dimensions of a triangular warning VMS . 80 Figure M.5 — Example of VMS using (64 × 64) elements with colour inversion . 81 Figure M.6 — Example of VMS using (48 × 48) elements with colour inversion . 81 Figure M.7 — Example of VMS using (32 × 32) elements with colour inversion . 81 Figure M.8 — Example of VMS using (64 × 64) elements, no colour inversion . 82 Figure M.9 — Example of VMS using (48 × 48) elements, no colour inversion . 82 Figure M.10 — Example of VMS using (32 × 32) elements, no colour inversion . 82 Figure N.1 — Relation between classes . 86 Figure N.2 — Example of coverage by beam width class B1 . 87 Figure N.3 — Example of coverage by beam width class B3 . 88 Figure N.4 — Example of coverage by beam width class B6 . 89 Figure N.5 — Legibility of group of VMS, centred on gantry above the road . 90 Figure N.6 — Legibility of group of VMS, mounted on cantilever aside the road . 91 Figure N.7— Legibility of group of VMS, mounted on cantilever aside the road . 93 Figure N.8— Legibility of group of VMS, mounted on cantilever aside the road . 94 Figure P.1 — Example of the design of the letter E in a regular orthogonal matrix . 102 Figure P.2 — Equivalent text dimensions using uppercase characters . 103 SIST EN 12966:2015+A1:2019
EN 12966:2014+A1:2018 (E) 5 Figure P.3 — Equivalent text dimensions using upper- and lower-case characters . 104 Figure P.4 — Equivalent text dimensions of full matrix display using proportional character spacing . 105 Figure R.1— Example of summary of the characteristics of products . 109 Figure R.2 — Example 1 for visual performance class combination . 111 Figure R.3 — Example 2 for visual performance class combination . 112 Figure R.4 — Example 3 for visual performance class combination . 114 Figure R.5 — Example 4 for visual performance class combination . 115 Tables Page Table 1 — Class designation of the visual performance parameters of VMS . 16 Table 2 — Corner points (CIE 1931 chromaticity co-ordinates x, y) of the chromaticity areas for the colours of class C1 . 17 Table 3 — Corner points (CIE 1931 chromaticity co-ordinates x, y) of the chromaticity areas for the colours of class C2 . 17 Table 4 — Le and La luminance limits for white on reference axis . 19 Table 5 — Le and La luminance limits for yellow on reference axis . 20 Table 6 — Le and La luminance limits for orange on reference axis . 20 Table 7 — Le and La luminance limits for green on reference axis . 20 Table 8 — Le and La luminance limits for red on reference axis . 21 Table 9 — Le and La luminance limits for blue on reference axis . 21 Table 10 — Minimum luminance ratio values (LR) for various colours and classes R1, R2 and R3, at test angles on the reference axis and off the reference axis . 22 Table 11 — Beam width classes . 24 Table 12 — Class designation . 25 Table 13 — Temperature range classes . 25 Table 14 — Ingress protection level classes . 26 Table 15 — Effect of voltage interruption . 28 Table 16 — Operating voltage range, power-up activation and temporary overvoltage tests . 32 Table 17 — Frequency and voltage tests . 32 Table 18 — Impact test . 33 Table 19 — Vibration test . 33 Table 20 — Corrosion test . 34 Table 21 — Water ingress test - Severity . 34 Table 22 — Dust ingress test - Severity . 34 Table 23 — Temperature test . 35 Table 24 — Test angles (in degrees, with respect to the reference axis), used for the measurement of luminance under external illumination and luminance ratio . 39 Table 25 — Test angles (in degrees, with respect to the reference axis), used for the measurement of luminance without external illumination . 39 Table 26 — Test angles (in degrees, with respect to the reference axis), used for the measurement of beam width, and for uniformity of luminous intensity and colour of monochromatic elements . 40 Table 27 — Test angles (in degrees, with respect to the reference axis), used for the measurement of uniformity of luminous intensity and colour of elements formed by mixing colours . 41 Table 28 — Characteristics of continuous VMS. 47 Table 29 — Characteristics of discontinuous VMS. 49 Table 30 — Identification label . 52 Table 31 — Minimum frequency of testing continuous VMS for product testing and evaluation as part of FPC . 55 SIST EN 12966:2015+A1:2019
EN 12966:2014+A1:2018 (E) 6 Table 32 — Minimum frequency of testing discontinuous VMS for product testing and evaluation as part of FPC . 56 Table M.1 — Parameters for mandatory signs using a red circle . 76 Table M.2 — Parameters for mandatory signs using a red triangle . 77 Table N.1 — Minimum dimensions of text (mm) . 84 Table N.2 — Minimum dimensions of circles (mm) . 85 Table N.3 — Minimum dimensions of triangles (mm) . 85 Table N.4 — Examples for applications of beam width classes . 86 Table N.5 — Examples for recognition time depending on character height, speed and vertical beam width . 94 Table N.6 — Conversion from speed uni
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