EN 1317 is a European standard that defines the testing and certification procedures for bridge parapets, road safety barriers, and temporary traffic barriers.
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Disclaimer: The following text, including any references to products and case studies, is based solely on Danish laws, regulations, and standards. Interpretations and applications may differ in other countries.
The standard specifies which tests a product must undergo to be classified under a particular performance class, and outlines the safety levels (ASI, W, WI, etc.).
The containment level indicates the system’s ability to retain a vehicle during impact. Each containment level is defined based on crash tests that the system must withstand. A new system must be tested at least twice:
Containment levels are classified according to the impact of the heaviest test vehicle.
Based on the crash test results, the containment level is determined.
It is up to national regulations to define which containment levels should be used in different scenarios based on criteria such as traffic type, speed limits, presence of hazards, etc.
Note: Test TB11 and TB32 are designed to verify that the containment level is compatible with occupant safety.
Se our sortiment of crash barrieres here.
The working width is a measure of how much the barrier system deforms during an impact.
It is typically considered the main parameter when calculating the necessary clear space behind the system to ensure proper functionality.
Working width is calculated as the maximum distance from the front of the system before impact to the furthest deformation of its main components after impact with a heavy vehicle.
The working width is divided into 8 classes, from W1 to W8, according to the increasing level of deformation.
The table below provides an overview of the different working width classes and their corresponding values in meters.
It is the responsibility of national authorities to define the criteria that road designers must follow when selecting the most appropriate working width class for a specific road.
Dynamic deflection is the second key parameter for evaluating how the system deforms upon impact. It is calculated as the distance between the front of the system before impact and its maximum displacement after impact.
Dynamic deflection is measured in meters.
The illustration to the left shows how dynamic deflection is defined.
As with working width, national regulations are responsible for defining the criteria that road designers must follow when selecting the maximum dynamic deflection allowed for a specific roadside environment.
If you want to learn more about rules, standards and regulations within Europe, read here.
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