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CEN/TR 13201-1:2014

Road lighting Part 1: Guidelines on selection of lighting classes

прийнято як національний стандарт
методом «підтвердження» за позначенням

ДОТУ CEN/TR 13201-1: 2016 (CEN/TR 13201-1:2014, IDT)

Вуличне освітлення. Частина 1. Вибір класів освітлення.

Копію цього стандарту можна отримати
у Національному фонді нормативних документів

З наданням чинності від 2016-09-01

CEN/TR13201-1

December 2014

TECHNICAL REPORT

RAPPORT TECHNIQUE

TECHNISCHER BERICHT

S

ICS 93.080.40

upersedes CEN/TR 13201-1:2004

English Version

Road lighting - Part 1: Guidelines on selection of lighting classes

Eclairage public - Partie 1: Selection des classes
d'eclairage

StraRenbeleuchtung - Teil 1: Leitfaden zur Auswahl der
Beleuchtungsklasse

n

This Technical Report was approved by CEN on 9 December 2013. It has been drawn up by the Technical Committee CEN/TC 169.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom.



EUROPEAN COMMITTEE FOR STANDARDIZATION
СОМІТЁ EUROPtEN DE NORMALISATION
EUROPAISCHES KOMITEE FUR NORMUNG

C

Ref. No. CEN/TR 13201-1:2014 E

EN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels

© 2014 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members

.Contents Page

Foreword 3

Introduction 4

  1. Scope 5

  2. Normative references 5

  3. Terms and definitions 6

  4. Outline of selection procedure 8

  5. Lighting classes for motorised traffic (M) 9

  6. Lighting classes for conflict areas (C) 10

  7. Lighting classes for pedestrian and low speed areas (P) 12

  1. (informative) Examples for M and P lighting classes 14

A.1 Examples for lighting class M 14

A.2 Example for lighting class P 15

  1. (informative) Alternative method for selection of lighting classes 17

  1. General 17

  2. Lighting classes for motorised traffic and conflict areas 18

  3. Lighting classes for pedestrian and low speed areas 21

  4. Example of use of Table B.1 and Figure B.1 23

Bibliography 26Foreword

This document (CEN/TR 13201-1:2014) has been prepared by Technical Committee CEN/TC 169 “Light and lighting”, the secretariat of which is held by DIN.

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 document supersedes CEN/TR 13201-1:2004.

This revised publication includes a simplified system of guidelines for selection of the lighting classes. The most important parameters are listed for the different lighting situations - motorised traffic areas, conflict areas, and pedestrian/low speed areas. The parameters include the design speed, the traffic volume and traffic composition, the function of the overall layout of the road, and the environmental conditions.

Road lighting is dealt with by CEN as follows:

— CEN/TR 13201-1: Road lighting - Part 1: Guidelines on selection of lighting classes.

  • EN 13201-2: Road lighting - Part 2: Performance requirements

  • EN 13201-3: Road lighting - Part 3: Calculation of performance

  • EN 13201-4: Road lighting - Part 4: Methods of measuring lighting performance

  • prEN 13201-5: Road lighting - Part 5: Energy performance indicators

According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to announce this Technical Report: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.Introduction

This document offers guidance on the selection of lighting classes and related aspects. It is applicable to fixed lighting installations intended to provide good visibility to users of outdoor public traffic areas during the hours of darkness to support traffic safety, traffic flow and public security.

  1. The document offers two alternative examples of selection of lighting classes, one based on simple lighting class and the other giving a more refined result within the lighting class. Both methods provide comparable lighting classes and are interchangeable. Any adaptation of either of these methods or any other method can be used instead, on the national level.Scope

This Technical Report specifies the lighting classes set out in EN 13201-2 and gives guidelines on the selection of the most appropriate class for a given situation. To do this, it includes a system to define appropriate lighting classes for different outdoor public areas in terms of parameters relevant to guarantee the aims presented in introductions.

The decision on whether a road should be lit is defined in the national road lighting policy. This varies by country or municipality. Specific guidelines are usually available at national level for each country. This Technical Report does not give the criteria on which a decision to light an area can be made, nor on how a lighting installation should be used. Further guidance is given in CIE 115:2010 (Paragraph 1.2 and Annex A).

The methods presented in Clauses 5, 6 and 7 have to be considered as the starting points of a comprehensive approach for the normal road lighting. In that sense, the models cannot cover all the different road cases; they introduce general parameters and the impact on lighting requirements. Only the real situation and its unique characteristics (geometry of the road, marking, visual environment, difficulty of the navigation task, lack of visibility, risks of glares due to existing elements, local weather, specific users such as high rate of elderly or visually impaired people, etc.) can lead to a final determination of the appropriate lighting class applying risk evaluation techniques.

The visual needs of road users under reduced traffic volumes during certain periods of night or under varying weather conditions, and the positive benefits of reduced energy consumption and potential environmental improvements, are some of the considerations which justify the installation of adaptive road lighting. There are a variety of suitable instruments, devices and methods which can be used for the intelligent control of a road lighting installation. The control systems range from very simple to the most sophisticated applications. Annex В is of assistance in choosing the correct lighting level when adaptive lighting is used as it provides a more refined evaluation of the luminance or illuminance levels within the specific lighting class. Whilst the luminance or illuminance levels may be varied to suit reduced traffic volumes, weather conditions or other parameters the quality parameters of the applicable lighting class specified in EN 13201-2 should be maintained at all times.

Renewal or refurbishment of obsolete and uneconomic installations is important. It may be possible to obtain more adapted lighting levels with lower energy consumption using new designs and new technology. The upgrading of lighting and control systems will often give good cost-benefit ratios and short amortisation periods.

This document does not give guidelines on the selection of lighting classes for toll stations, tunnels or canals and locks.

  1. Normative references

The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.

EN 13201-2, Road lighting - Part 2: Performance requirements

EN 13201-3, Road lighting - Part 3: Calculation of performance

  1. Terms and definitions

For the purposes of this document, the terms and definitions given in EN 13201-2 and EN 13201-3 and the following apply.

normal lighting class

class with the maximum value of average luminance or illuminance at any period of operation

    adaptive lighting

    temporal controlled changes in luminance or illuminance in relation to traffic volume, time, weather or other parameters

      motorised traffic (M)

      motor powered vehicles

        conflict area (C)

        relevant area where motorised traffic streams intersect each other or overlap areas frequented by other user types

          pedestrians and low speed area (P)

          relevant area reserved for use by people on foot or using bicycle, and drivers of motorised vehicles at low speed (< 40 km/h)

            design speed

            speed selected for purposes of design and correlation of the geometric features of a road and is a measure of the quality of design offered by the road

            Note 1 to entry. It is the highest continuous speed at which individual vehicles can travel with safety on a road when weather conditions are favourable and traffic density is so low that the safe speed is determined by the geometric features of the road.

              traffic volume

              the number of vehicles passing a given point in a stated time period in both directions

              Note 1 to entry: E g. average daily traffic is measured as number of vehicles per day.

                maximum capacity

                maximum rate of flow at which vehicles can be reasonably expected to traverse a point or uniform segment of a lane or carriageway during a specified time period under prevailing road, traffic and control conditions

                Note 1 to entry: Usually expressed as veh/h or veh/d.

                  traffic density

                  number of vehicles occupying a given length of lane or carriageway averaged over time

                  Note 1 to entry: Usually expressed as veh/km or veh/km/lane.

                  3.10

                  traffic composition

                  distribution of vehicle types in the traffic stream, directional distribution of traffic, lane use distribution of traffic, and type of driver population on a given facility

                  Note 1 to entry: In this report simplified: mixed and motorised only.

                  3.11

                  junction

                  place where several traffic routes meet, join, or cross each other, and a location where traffic can change between different routes

                  3.12

                  intersection

                  general area where two or more roads join or cross at the same level, within which are included the carriageway and roadside facilities for traffic movements

                  3.13

                  interchange

                  grade-separated junction with one or more turning ramps for travel between the through roads

                  3.14

                  ambient luminosity

                  assessed luminance levels of the surroundings

                  3.15

                  visual guidance / traffic control

                  means that ensure that motorists are given adequate information on the course of the road

                  3.16

                  facial recognition

                  visual task of pedestrians consisting of a recognition of a face at certain distances that allows to take evasive or defensive action if thought necessary

                  Note 1 to entry: Generally, facial recognition requires an overall minimum lighting value at a distance where the recognition of a face is possible.

                  Note 2 to entry: An ideal facial recognition distance is 10 m - the point of transition between “close” and “not-close” phases.

                  3.17

                  relevant area

                  part of the public traffic area under consideration

                  3.18

                  non-motorised

                  pedestrians and pedal cyclists

                  3.19

                  separation of carriageways

                  central reserve and/or guardrail

                  3.20

                  difficulty of navigational task

                  degree of effort necessary by the road user, as a result of the information presented, to select route and lane, and to maintain or change speed and position on the carriageway

                  Note 1 to entry: Visual guidance provided by the road is part of this information.

                  1. Outline of selection procedure

                  In this Technical Report, a number of the most important parameters are listed for the different lighting situations - motorised traffic areas, conflict areas, and pedestrian and low speed areas. These parameters include the design speed, the traffic volume and traffic composition, the function and the overall layout of the road, and the environmental conditions.

                  Selection procedures, parameters and weighting values presented in the main text of this document are based on ones defined in CIE 115:2010, Lighting of roads for motor and pedestrian traffic. Annex В is an alternative method of selection of lighting classes which allows refined evaluation of the luminance or illuminance levels given for each class in EN 13201-2.

                  In many cases public areas consist of more than just one traffic area, e.g. often there is a carriageway with adjacent footway or cycle path. As users of the different traffic areas have different visual demands, the respective relevant parameters have to be considered during the selection process.

                  In selecting the normal (design) lighting class the maximum value of the selection parameters likely to occur at any period of operation should be considered, e.g. for traffic volume consider peak hourly value. For simplicity, in this document only the main parameters are summarized for ordinary motorised traffic, for conflict areas and for pedestrian and low speed areas. The descriptions of the parameters and the associated options are broad so that they can be interpreted to suit the individual requirements of national recommendations. In some cases risk analysis or other consideration (environmental for example) could lead to the consideration of other parameters.

                  As indicated above, the normal (design) lighting class is selected using the most onerous parameter values, however, the application of this class may not be justified throughout the hours of darkness due to changing conditions, e.g. weekends, different weather conditions, different traffic volumes, etc. Temporal changes in the parameters under consideration when selecting the normal (design) lighting class could allow, or may require, an adaptation of the normal level of average luminance or illuminance, usually by reducing the level. The most important parameters in this respect are likely to be traffic volume, traffic composition, real time reflection properties of pavement and current state of road surface (dark, light, dry, wet, salty, snowy), but ambient luminosity can also have an influence.

                  The adaptive lighting level or levels should be the average luminance or illuminance selected from a class or classes in the same table from which the normal lighting class has been selected. Tables 1, 3 and 4 can be used to select the appropriate adaptive lighting class or classes for different periods of the hours of darkness when the value of the selection parameters is significantly different.

                  When using adaptive lighting it is important that the changes in the average lighting level do not affect the other quality criteria outside the limits given in the system of M, C or P lighting classes. Reducing the light output from every light source by the same amount using dimming techniques will not affect luminance or illuminance uniformity, or the object contrast, but the threshold contrast increases. Reducing the average level by switching off some luminaires will not generally fulfill the quality requirements and is not recommended.

                  The use of adaptive lighting can provide significant reduction in energy consumption, compared with operating the normal lighting class throughout the night. It can also be used to reduce energy consumption by reducing the light output of the light source to the maintained value when the installation is clean and the light sources are new.

                  Where the pattern of variation in parameter values is well known, such as from a record of traffic monitoring stations (TMS) and weather stations (AWS) on traffic routes, or can be reasonably assumed, as in many residential areas, a simple time based control system may be appropriate.

                  In other situations, an interactive control system linked to real-time data may be preferred. This approach will permit the normal lighting class to be activated in the case of road works, serious accidents, bad weather or poor visibility.

                  The following Clauses 5, 6 and 7 describe the method of selecting lighting classes as defined in CIE 115:2010. Alternatively, Annex В provides supplementary guidance about the level of requirement in each class:

                  • maximum average maintained luminance or illuminance;

                  • refined average maintained luminance or illuminance within the range between minimum and maximum values.

                  Both methods are suitable for all cases.

                  1. Lighting classes for motorised traffic (M)

                  The lighting classes M are intended for drivers of motorised vehicles on traffic routes, and in some countries also on residential roads, allowing moderate to high driving speeds. The application of these classes depends on the geometry of the relevant area and on the traffic and time dependant circumstances. The appropriate lighting class has to be selected according to the function of the road, the design speed, the overall layout, the traffic volume, traffic composition, and the environmental conditions.

                  At the final engineering stage of a new road the predicted traffic volume 10 years after opening of the road can be used. For existing roads information from traffic monitoring systems can be used.

                  Table 1 incorporates the considered principles and values. At national level further developed code of practice for road lighting is recommended based on the administrative or functional classification of roads. Close cooperation with road lighting, traffic planning, highway engineering and traffic safety experts is required. Maximum capacity values shall be obtained from traffic planning expert because figures vary according to road and street classes.

                  For the determination of the lighting class M to be applied to a given situation the appropriate weighting values (VW) have to be selected and added to find the sum of the weighting values (VWS). The number of the lighting class M is then calculated as:

                  Number of lighting class M = 6 - VWS

                  Careful selection of appropriate weighting values in Table 1 will yield class numbers between 1 and 6. If the sum of the weighting values (VWS) is < 0 the value 0 shall be applied. If the result M is < 0 the lighting class M1 shall be applied.

                  Table 1 — Parameters for the selection of lighting class M

                  Parameter

                  Options

                  Description a

                  Weighting Value IV

                  Design speed or speed limit

                  Very high

                  v > 100 km/h

                  2

                  High

                  70 <v< 100 km/h

                  1

                  Moderate

                  40 < v < 70 km/h

                  -1

                  Low

                  v < 40 km/h

                  -2

                  Traffic volume


                  Motorways, multilane routes

                  Two lane routes


                  High

                  > 65 % of maximum capacity

                  > 45 % of maximum capacity

                  1

                  Moderate

                  35 % - 65 % of maximum capacity

                  15 %-45 % of maximum capacity

                  0



                  Parameter

                  Options

                  Description a

                  Weighting Value Kwa


                  Low

                  < 35 % of maximum capacity

                  < 15 % of maximum capacity

                  -1

                  Traffic composition

                  Mixed with high percentage of non-motorised


                  2

                  Mixed


                  1

                  Motorised only


                  0

                  Separation of carriageway

                  No


                  1

                  Yes


                  0

                  Junction density


                  Intersection/km

                  Interchanges, distance between bridges, km


                  High

                  > 3

                  <3

                  1

                  Moderate

                  <3

                  >3

                  0

                  Parked vehicles

                  Present


                  1

                  Not present


                  0

                  Ambient luminosity

                  High

                  shopping windows, advertisement expressions, sport fields, station areas, storage areas

                  1

                  Moderate

                  normal situation

                  0

                  Low


                  -1

                  Navigational task

                  Very difficult


                  2

                  Difficult


                  1

                  Easy


                  0