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Information service

93 Civil engineering
New standards
EVS-EN ISO 13473-5:2025
Characterization of pavement texture by use of surface profiles - Part 5: Determination of megatexture (ISO 13473-5:2025)
Scope: This document specifies a procedure for determining the magnitude of pavement surface megatexture by measuring the surface profile and calculating a megatexture descriptor from this profile. The technique is designed to give meaningful and accurate measurements and descriptions of pavement megatexture for various purposes, such as for the prediction of the acoustic quality of the pavement or the assessment of the rolling resistance.
Since there is an overlap between megatexture and the surrounding ranges, megatexture descriptors unavoidably have a certain correlation with corresponding measures in those ranges. This document specifies measurements and procedures which are in relevant parts compatible with those in ISO 13473-1[4], ISO 8608[6] and EN 13036-5[7].
Base documents: ISO 13473-5:2025; EN ISO 13473-5:2025
CEN/TS 12697-51:2025
Bituminous mixtures - Test methods - Part 51: Surface shear strength test
Scope: This document (CEN/TS 12697 51:2025) specifies a test method for measuring the surface shear strength for airfield surface courses.
The surface shear strength will depend on the depth of the surface course together with the properties of the surface course material.
The binder course material and any bonding agent applied between the two layers can have an influence on the test result for, in particular, ultra-thin surface course.
Base documents: CEN/TS 12697-51:2025
Replaced standards
EVS-EN ISO 13473-5:2010
Characterization of pavement texture by use of surface profiles - Part 5: Determination of megatexture
Scope: This part of ISO 13473 specifies procedures for determining the average depth or level of pavement surface megatexture by measuring the profile curve of a surface and calculating megatexture descriptors from this profile. The technique is designed to give meaningful and accurate measurements and descriptions of pavement megatexture characteristics for various purposes. Since there is an overlap between megatexture and the surrounding ranges, the megatexture descriptors unavoidably have a certain correlation with corresponding measures in those ranges. This part of ISO 13473 specifies measurements and procedures which are in relevant parts compatible with those in ISO 13473-1, ISO 8608[1] and EN 13036-5[6].
Base documents: ISO 13473-5:2009; EN ISO 13473-5:2009
CEN/TS 12697-51:2017
Bituminous mixtures - Test methods - Part 51: Surface shear strength test
Scope: This Technical Specification describes a test method for measuring the surface shear strength for airfield surface courses, which is a measure of the robustness of asphalt surface courses against shearing. The surface shear strength will depend on the depth of the surface course together with the properties of the surface course material. The binder course material and any bonding agent applied between the two layers may have an influence on the test result for, in particular, ultra-thin surface course.
NOTE  The test was designed for use on airfield runways and taxiways.
Base documents: CEN/TS 12697-51:2017
Drafts
prEN ISO 22477-6
Geotechnical investigation and testing - Testing of geotechnical structures - Part 6: Load testing of soil nails and rock bolts (ISO/DIS 22477‑6:2025)
Scope: This document establishes the specifications for the execution of static load tests on soil nails or rock bolts, in which a single element (soil nail or rock bolt) is subjected to an axial static load in tension in order to define its load-displacement behaviour.
Load tests on rock bolts are also covered by this document
Base documents: ISO/DIS 22477-6; prEN ISO 22477-6
prEN 12697-17
Bituminous mixtures - Test methods - Part 17: Particle loss of porous asphalt specimens
Scope: This document specifies a test method for determining the particle loss of porous asphalt mixtures. Particle loss is assessed by the loss of mass of porous asphalt samples after turns in the Los Angeles machine. This test enables the estimation of the abrasion resistance of porous asphalt. The test applies to laboratory compacted cylindrical specimens of porous asphalt mixtures, the upper sieve size of which does not exceed 22,4 mm. It does not reflect the abrasive effect by studded tyres.
Base documents: prEN 12697-17
prEN 12697-27
Bituminous mixtures - Test methods - Part 27: Sampling
Scope: This document specifies test methods for sampling bituminous mixtures for roads and other paved areas to determine their physical properties and composition.
Base documents: prEN 12697-27
prEN 12697-23
Bituminous mixtures - Test methods - Part 23: Determination of the indirect tensile strength of bituminous specimens
Scope: This document specifies a test method for determining the (splitting) indirect tensile strength of cylindrical specimens of bituminous mixtures.
Base documents: prEN 12697-23