Objectives   Workplan   Partnership   Workshop   Documents   Home 
ARROWS Logo (2.449 bytes)

Review of Safety Measures, Standards & Practices

Contents



© ARROWS Consortium

Project Co-ordinator Prof. George Kanellaidis (NTUA). email: g-kanel@central.ntua.gr


INTRODUCTION

ARROWS Objectives

The ARROWS Project (Advanced Research on ROad Work Zone Safety Standards in Europe) is funded by the European Commission under the Transport RTD Programme of the 4th Framework Programme. It began on 18 September 1996 under the provisions of Contract No. RO-96-SC.401. The planned duration of the project is two years.

The main objectives of ARROWS include:

  • Development of a unified range of applicable road work zone safety measures and principles that should govern the planning, design, implementation and operation of road work zones so as to mitigate their adverse effects on the safety of workers and road users
  • Production of a handbook for practical guidance to network managers at all levels


Workpackage 1 Objectives

The present Deliverable 1 reports on the work carried out for Workpackage 1 of the ARROWS Project, titled Review of safety measures, standards and practices. The main objectives of Workpackage 1 were:

  • To concentrate the collective experience from different countries and studies in the field of road work zone safety measures
  • To agree on a typology for consistent use throughout ARROWS
  • To create a full inventory of safety measures, standards and practices for use in the subsequent evaluation, assessment and recommendation process

 Home   -  Top 

TYPOLOGY

The term typology is meant, in the context of ARROWS, to primarily denote a guide to classification. In addition typology is also meant to include:

  • a definition of what is, and what is not, a road work zone for the purposes of ARROWS;
  • a description of basic terms used to describe the main components of a road work zone.


Conceptual Framework

A road work zone may be defined as the part of a road facility influenced by works occurring on, near or above it. Its scope is wider than that of the immediate "work area" actually occupied by the road works, since the control measures used - such as signs, markings and protective devices - extend beyond that area.

What is usually thought of as a "typical" road work zone usually relates to roadway and structural improvements, maintenance activities (such as resurfacing), or utility work. However, varying definitions road work zones may or may not include several other types of work carried out on, beside or above the road and influencing the normal flow of traffic. Besides knowing "What" work is carried out and "How", the answers to the questions of "Where" and "When" should be all-important for classifying a road work zone.

The proposals envisaged within ARROWS should have European proposals for a harmonized road classification as a reference point, in order to allow ARROWS to contribute to the implementation of the European Common Transport Policy, in terms of systematisation, standarisation and interoperability. The road classification proposed for the TERN, distinguishing between motorways, express roads and ordinary roads, may provide a reference point for the typology to be proposed within ARROWS. For consistency purposes, however, it is important for any framework for road work zone standards to be valid for all roads whether they do or do not form part of the TERN. In addition, the ownership/operation status of the road facility should not affect applicability of recommendations.

The main considerations for building a typology included: its intended use as a tool for classifying and organizing subsequent review, analysis and, especially, the ARROWS output; the need for reaching a "proper" balance, by avoiding being over-simplifying, too case-specific, or too theoretical; its possible structure.

Classification Factors

Main classification factors can be grouped into the following categories: (a) road type, design, function and operation; (b) operation of work zone; (c) interaction between work zone and roadway. The commonest classification factors identified in a review of European and other guidelines include: the distinction between urban and rural roads (with special mention of motorways); speed (at-work zone or upstream) and traffic volume / capacity; stationary vs. mobile; long-term vs. short-term; effects of work zones on traffic, such as narrowing, closure, diversion, contraflow, alternate traffic; special locations such as intersections / interchanges and certain off-roadway locations (shoulder, roadside, central reserve, footway or bikeway).

Selection of Typology

The basic requirements for selecting a typology included compatibility, comprehensiveness, clarity and flexibility. The selected typology features three classificication factors: road type, operation of work zone and road/work zone interaction.

Five categories regarding road type were defined:

(A) Motorway and dual-carriageway expressway

(B) Rural primary road

(C) Rural secondary road

(D) Urban main road

(E) Urban local road

In general, varying national definitions of road classes can be adequately accommodated under this broad classification of road types.

Three categories were defined regarding work zone operation:

(1) Long-term

(2) Short-term stationary

(3) Short-term mobile

The following categories were defined regarding road/work zone interaction:

(a) Lane narrowing (without reduction in the number of lanes; lane width should not fall below an acceptable lower limit)

(b) Lane closure (relevant only on multi-lane roads)

(c) Diversion (transferring all or part of the traffic from one road - "diverted road" - to another - "diversion route")

(d) Contraflow / crossover (transferring all or part of the traffic to the other carriageway or to occupy lanes from the opposite direction)

(e) Alternate one-way traffic (where only one lane remains available for the two directions of travel)

(f) Intersection / interchange (the latter term is used to denote entrance to or exit from a motorway or dual-carriageway expressway)

(g) Shoulder / roadside

(h) Central reserve

(i) Footway / bikeway

(j) Tramway

The choice of road work zone type will be denoted by a three-character abbreviation, signifying road, operation and location. For example, a long-term work zone on a motorway involving contraflow is shown as A-1-d.

 Home   -  Documents   -  Top 

REVIEW OF SAFETY MEASURES

Safety measures are split into two main groups:

  • Measures currently used at road work zones
  • Innovative and newly-introduced ("in the pipeline") measures


In each group, and taking into account the road work zone typology a survey has been undertaken for the following categories of items:

  • Adjustment of road layout
  • Traffic control devices (such as signs and markings)
  • Other road equipment (such as barriers)
  • Miscellaneous (e.g. information via the mass media)


In the signing field, "normal" (i.e., non-work zone) signs, as currently used in the EU countries, are additionally reviewed, in order to specify the colours actually used, as an aid for selecting such colours for road work zone signing that will not be confused with permanent road signing. Moreover, the evolution in the form and usage of the various safety measures/products is recorded in detail and, regarding the innovative measures, improvements (proven or expected) in comparison to current safety measures are emphasized. Finally, recent suggestions regarding the need for further research or improvements in the field have been identified and highlighted.

Adjustment of Road Layout

The following sections were identified for individual examination of road layout adjustment along a road work zone

  • advance warning area,
  • narrowing area,
  • buffer zone,
  • work area,
  • termination area,
  • run off area.


In case the carriageway consists of two or more traffic lanes, some additional road sections are defined:

  • stabilising area, situated after the narrowing area and meant for stabilising traffic flow after narrowing area,
  • transition area, where traffic changes position or configuration once again


Following the typology, the following are the main remarks to be made on currently-used road layout adjustments for various road work zone types:

  • Type A1: Lengths of individual areas differ significantly and need to be harmonized as much as possible, mainly regarding area length and lane width.
  • Types A2 and A3: Lengths and lane widths are more unified, thus harmonization will be much simpler.
  • Type B, general: Due to lower speeds allowed on this road category, some elements of work zone structure such as buffer zone are not part of work zones in most national standards. Some others, such as stabilising area and transition area, are used in only a few countries.
  • Type B1: Lengths and lane widths are very unified, with only slight differences.
  • Types B2 and B3: Nearly in the half of the observed countries special types of work zones are not defined. Schemes for long-term work zones are used instead.
  • Type C: Only main work zone elements such as advance warning area, narrowing area, work area, termination and run off area are used.
  • Types D and E: In some countries special schemes for urban roads are not presented in standards because schemes for rural roads are used.


It was not possible for the ARROWS consortium to identify innovative items on road layout adjustment, for the following main reasons:

  • Under the agreed classification of items, most innovative items will naturally belong to the categories of traffic control devices and other road equipment. Road layouts in work zones are, practically, standardised for many years in most countries so no real innovation exists. However, one should also note the existence of a certain common ground between road layout adjustment and certain devices (especially road equipment) which - among other things - serve the purpose of adjusting road layout.
  • It was decided that no strict criteria would be fixed for the distinction between currently used and innovative items. For road layout items, this meant that, since practically all of them have been used in some countries for shorter or longer times, they may be classified as currently used.


Traffic Control Devices

Currently used items in traffic control devices include the following:

  • Standard type traffic signs (Permanent / Non-permanent)
  • Traffic signs using higher-quality materials (Permanent / Non-permanent)
  • Traffic signs jointly used with blinkers
  • Traffic markings
  • Traffic lights


Regarding the above items, particularly interesting areas for further consideration in ARROWS include:

  • Usage of a specific common external background colour in road work zone signs (yellow might be suggested, as a first choice).
  • Usage in road work zone signs of retroreflective materials one class higher than the ones used in the specific road.
  • Specification of size and flashing frequency of blinkers, following a pan-European standard.
  • Standardization of road work zone marking colour (in conjunction with r oad work zone signing colour) and materials (considering the advantages of removable tapes).


Innovative items in traffic control devices include:

  • Fluorescent retroreflective traffic signs
  • Roll-up traffic signs
  • Wet reflective pavement tapes
  • Variable message signs (VMSs)


Regarding the subsequent consideration of the above items within ARROWS, the following remarks can be made:

  • Fluorescent retroreflective signs may be included as suggested work zone typical signing types.
  • Roll-up signs (considered as much more practical in use than normal signs) and wet reflective pavement tapes (useful for adverse weather conditions) could be mentioned for future testing.
  • Standard cases could be formulated in which use of VMSs could be highly beneficial for road safety and traffic operation; cases could be identified regarding not only road work zone typology but also standardized types of VMSs to be used, as well as menus of "optimal" messages to be displayed.


Other Road Equipment

Currently used items on other road equipment include:

  • closure equipment (traffic cone, traffic closure, guiding beacon, mobile trailer)
  • warning equipment (warning light, traffic closure with warning lights, running lights, guiding traffic closure with lights, flashing arrow, running horizontal arrow, device of preliminary warning, warning tape)
  • guiding equipment (emphasising beacon - small / large -, guiding traffic closure, small guiding beacon, guiding hump and protective dam, guiding barrier)
  • protective equipment (fence, contact ledge for the blind, safety barrier)
  • bearing equipment (foundation plate, post, stand)
  • road reflectors
  • crash cushion - truck tyres
  • speed reducer in rubber - bumps


Some selected innovative devices include "two signs in one"; "UV-light"; supervision devices; cart for fold-up cassette signs; emergency cart; crash net - vehicle sustaining barrier; crash cushion - truck tyres; crash barriers; portable rumble strip; and warning tent.

Miscellaneous Items

Currently used miscellaneous items include:

  • flags and hand signalling devices
  • moving sign bridge and portable mould bridge
  • crash cushion or Truck Mounted Attenuator (TMA)
  • traffic information on radio
  • emergency car
  • retroreflective fluorescent clothing


Innovative miscellaneous items concern mainly:

  • automated message creation to be displayed to VMSs concerning safety issues
  • traffic flow channelisation for optimal flow conditions in relation to different parameters (e.g. environmental)
  • use of smart cards for transmission of messages to the users

 Home   -  Documents   -  Top 

REVIEW OF STANDARDS AND PRACTICES

Review of Standards

Complete polling of all European countries has shown that in 16 of 20 countries there are standards, directives, recommendations or similar sets of regulations which regulate the traffic guidance systems used in the region of work zones in terms of their type, extent and road equipment to different degrees.

The fundamental intention was to base the following analysis on the classification points from Task 1.1. However more detailed consideration showed that it was necessary to take into account further viewpoints in order to permit the envisaged comparative evaluation to be carried out. As a result an expanded classification scheme was used for Task 1.3 (identifying differences from Typology as "additional information"):

  1. Road type (see Typology, A to E)
  2. Duration (see Typology, 1 to 3)
  3. Traffic guidance systems (see Typology, layouts a to f, with additional information)
  4. Location of work zone (see Typology, layouts g to j, with additional information)
  5. Number of carriageways and lanes in without-works cross-section (additional information)
  6. Work zone marking and method of flow separation (additional information)


Finally, nine additional items refer to the subdivision of the work zone area in the longitudinal direction; the areas identified include: (7) announcement; (8) advance warning; (9) narrowing; (10) stabilizing; (11) transition; (12) buffer; (13) activity; (14) termination; (15) run-off.

Fundamental evaluation results include the following:

  • The very unequal distribution observed regarding road type and duration of work (items 1 and 2) makes clear that particular attention is paid primarily to the designing of work zones on motorways and rural primary roads (categories A and B), especially to work zones which are set up in a long-term or short-term stationary manner.
  • Regarding work zone traffic guidance system and work zone location (items 3 and 4), it is observed that there are only very few guidelines for footways, bikeways and tramways. For motorways, certain combinations of traffic guidance system and work zone location are technically inadvisable and, thus, not defined. For rural roads, no sets of regulations exist for central reserves. For urban roads, few meaningful combinations of location and traffic guidance system exist regarding pure pedestrian / cyclist facilities.
  • Regarding layouts defined according to number of carriageways / lanes and marking / separation of flow (items 5 and 6), the analysis shows that very different amounts and types of information and practices exist. It is possible that the depth of regulation depends on particular local circumstances or habits. It is probable that the local degree of competence to be expected can be estimated to be in correspondence with the degree of regulation since either everything is regulated or the locally responsible person is permitted great decision-making freedom.
  • After examination of the safety measures foreseen for different road work zone areas, it should be stated that - in contrast to the possibilities shown in Task 1.2 - only a limited number of different objects for the securing of work zones are to be found mentioned in the different traffic guidance system plans. The very large variety of different possible variants is made use of to only a limited extent. It is probable that numerous recent products have not yet found their way into the guidelines. However, it is quite clear that the preconditions for achieving standardization are very unfavourable. Traditions and customs obviously have a considerable influence on the selection and application of the different road equipment. The proposals to be worked out in the framework of ARROWS will therefore have to be restricted to general or framework recommendations. However, where appropriate, attention can be drawn to new developments of relevance and to areas where expenditure has been unnecessarily high up to the present time.
  • The example of motorway contraflow layout is used to illustrate two alternative guidance ideas:
    • leading the right lane's slow traffic into the fast traffic on the left lane, or
    • leading first the fast traffic into the slow traffic on the right lane, and afterwards lead them together to the left side of the road.


A comparative review of traffic signing used for this guidance system reveals that only few different signs are used, but on various positions and with different mass. This illustration shows a possible way for creating a harmonized framework for diverse work zone areas for all situations.

Review of Implementation of Road Work Zone Standards

Regulations, guidelines, standards and recommendations give fundamental or detailed information for the designing and setting up of such work zones in accordance with traffic flow principles. As a rule such sets of regulations are to be found primarily for the roads with the highest volume, i.e. motorways.

In the securing of work zones on or in the vicinity of roads, the maintenance of safety and of the free flow of traffic are always in the foreground. In addition to traffic signs, speed limits are often made use of for this purpose. In addition, protecting devices between lanes of traffic flowing in opposite directions are being used to an increasing extent in particular on motorways.

Noticeable in more recent regulations is the fact that increasing attention is being paid in addition to the safety of those working in the work zone and that safety devices located between the traffic lanes and the area for work are being used to a greater extent. Worthy of mention in this connection are recommendations on buffer zones at the beginning of the work zone in which there should be no equipment and in which no one should work.

The following main aspects can be identified in the guidelines:

  • No (or the least possible) holding up of the flow of traffic; ensuring the least possible influencing of the flow of traffic; avoiding total closing of traffic lanes as well as of entries and exits to/from motorways, where possible.
  • Optimization of construction work with minimum construction times including optimum construction-phase planning and shift work, as well as co-ordination of different types of work to be carried out within the same section (e.g. utility); carrying out of maintenance work at times with low traffic volume.
  • Achieving the acceptance of drivers by designing safety measures that are easily detectable and visible, as well as by the use of traffic signs, markings and closure devices that are in proper condition (fundamental principle: as few traffic signs as possible but as many as necessary).
  • Maximum possible safety for construction personnel and drivers/travellers (through setting of signs, marking, lighting, demarcating of the division between the area for traffic and the area for work in each case in a clear manner); warning clothing should always be worn by personnel working at work zones which are open on the traffic side.
  • Fundamentally with motorways, the holding ready of alternative routes for use in case of severe disruptions in the region of a work zone, e.g. as a result of an accident.
  • Access to and opening up of work zones wherever possible from the outside and not via the road affected itself.
  • No empty, unmanned or abandoned work zones. As soon as the construction work has been concluded or halted, the systems disrupting traffic should be removed immediately or rapidly or at least reduced. Speed limits and in particular those imposed for the safety of those working in the work zone should be removed by covering over the relevant signs or providing indication that these do not apply outside working hours.


In order that as many as possible of these aspects can be observed, it is laid down in most countries that a plan with the traffic signs as well as the marking and safeguarding systems is prepared before work is commenced. Depending on the particular legal requirements, such plans must be checked, corrected if necessary and then prescribed for the work by in each case the responsible, official authority. Especially in the U.K., the preparation and local adaptation of safety measures is always carried out by a fundamentally competent supervisor whereby the safety measures must be additionally checked by the responsible authority in cases where a work zone will disrupt traffic to a considerable degree. Less useful, on the other hand, are framework regulations which should be followed by local experts with a greater or lesser degree of competence and where the measures are not additionally checked in a qualified manner.

Unfortunately, in a number of plans for the safeguarding of work zones, the principle "the more the better" has been followed. To be particularly mentioned in this connection is excessive use of blinking and flashing lights. In some cases the synchronizing of such lamps is required. Nevertheless priority should be given to the fundamental principle that a traffic situation, which will be unexpected and unusual for the majority of drivers, should be designed in a quiet and easily overviewed manner, instead of in a manner that - through the introduction of additional distractions - will impair drivers' abilities to master the particular situation.

Comparison of Practices Among Countries

Generally the aims of regulations, guidelines, etc. give the minimum needed signalisation on a road work zone to inform, give the way and guide road users through the work zone with:

  • effectiveness: best possible safety of road users and road workers.
  • coherence: signing must be adapted before the road works' beginning to the local situation.
  • clarity: guiding road users and helping them to modify and adapt progressively their behaviour to the situation requires some easy-reading and trusting signs. Signing should never give wrong or non-adapted information.


The person responsible for the safety of a work zone must be prepared to think about the individual problem and be prepared to make available what is optimally required for the drivers and other travellers; unfortunately, practical experience shows that this will only be achieved when appropriately strict checks are carried out and appropriate sanctions threatened. Obviously, the promotion of measures to ensure that the relevant contractors understand the safety aspects and feel responsible for these is an important task in connection with work zones on motorways and other roads.

Some common advice (Belgium and Germany) is presented:

  • Only qualified signs and materials are allowed for use.
  • Signing has to be clean and visible day and night.
  • Signing has to be installed prior to the beginning of the works, and the responsible persons should give written authorization.
  • A notice with the name and phone number of the person responsible for signing must be placed on the road work zone.


There are great shortcomings in the area of checking of work zones, despite relevant requirements in the regulations. Prime causes here are bottlenecks in the personnel in the different monitoring posts. As a rule the contractor is then usually found to be responsible, although the avoidance of such situations by early and intensive checks would have been more sensible. In conclusion it can be established that - in addition to the optimizing of traffic sign, marking and safeguarding plans - increased efforts must be made to creating the fundamentals for the training of contractors. More guidelines and less checks will only be effective when an appropriate level of understanding and co-operation can be expected from the side of the contractors. Here, however, no secret should be made of the fact that - if work zones are to be safeguarded in the optimal manner - the work involved must be appropriately paid for.

 Home   -  Documents   -  Top