93.080.20 - Road construction materials
ICS 93.080.20 Details
Road construction materials
Stra?enoberflache
Matériaux de construction des routes
Materiali za gradnjo cest
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This document specifies the scheme for the assessment and verification of constancy of performance (AVCP) of hydraulic road binders, including certification of conformity of the factory production control.
This document provides technical rules for factory production control, further testing of samples taken at the manufacturing plant (autocontrol testing), assessment of the performance of the hydraulic road binder, initial inspection of the manufacturing plant and of factory production control and continuing surveillance, assessment and evaluation of factory production control.
This document is intended to be linked with the Annexes ZA of the European Standards covering hydraulic road binders, i.e. EN 13282-1 and EN 13282-2.
NOTE The reason for having drafted this separate document is that the provisions it includes are applicable to different products covered by different European Standards.
- Standard13 pagesEnglish languagesale 10% offe-Library read for1 day
This European Standard describes a method for determining the solids content and the evaporation behaviour of volatiles of primers for cold and hot applied joint sealants.
- Standard7 pagesEnglish languagesale 10% offe-Library read for1 day
This European Standard describes a method for determining the resistance against alkali of primers for cold and hot applied joint sealants.
- Standard7 pagesEnglish languagesale 10% offe-Library read for1 day
This European Standard describes a method for determining the homogeneity of primers for cold and hot applied joint sealants.
- Standard5 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method for the determination of the tensile strength on cylindrical discs of concrete using cylindrical discs as specimens, which can be
- separately manufactured or
- cut from cores of the finished concrete pavement.
- Standard12 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method for the determination of the bond stress of dowels in concrete pavements.
- Standard11 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes a method for determining the flow resistance of hot applied joint sealants.
- Standard10 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes the methods that are available to perform a spectral analysis of a pavement surface profile. It specifies a method for performing spatial frequency analysis (or texture wavelength analysis) of two-dimensional surface profiles that describe the pavement texture amplitude as a function of the distance along a straight or curved trajectory over the pavement. It also details an alternative (non-preferred) method to obtain these spectra: a) constant-percentage bandwidth obtained by digital filtering (normative method); b) constant narrow bandwidth frequency analysis by means of discrete Fourier transform (DFT), followed by a transformation of the narrow-band spectrum to an octave- or one-third-octave-band spectrum (informative). The result of the frequency analysis will be a spatial frequency (or texture wavelength) spectrum in constant-percentage bandwidth bands of octave or one-third-octave bandwidth. The objective of this document is to standardize the spectral characterization of pavement surface profiles. This objective is pursued by providing a detailed description of the analysis methods and related requirements for those who are involved in pavement characterization but are not familiar with general principles of frequency analysis of random signals. These methods and requirements are generally applicable to all types of random signals; however, they are elaborated in this document for their use in pavement surface profile analysis. NOTE The spectral analysis as specified in this document cannot express all characteristics of the surface profile under study. In particular, the effects of asymmetry of the profile, e.g. the difference of certain functional qualities for “positive” and “negative” profiles cannot be expressed by the power spectral density, as it disregards any asymmetry of the signal (see Annex B).
- Standard35 pagesEnglish languagesale 15% off
- Standard37 pagesFrench languagesale 15% off
This document describes test methods for determining the susceptibility of bituminous materials to deform under load. The test is applicable to mixtures with upper sieve size less than or equal to 32 mm.
The tests are applicable to specimens prepared from asphalt mixtures that have either been manufactured in a laboratory or cut from a pavement; test specimens are held in a mould with their surface flush with the upper edge of the mould.
The susceptibility of bituminous materials to deform is assessed by the rut formed by repeated passes of a loaded wheel at constant temperature. Three alternative types of devices can be used according to this document: large size devices, extra-large size devices and small size devices. With large size devices and extra-large size devices, the specimens are conditioned in air during testing. With small size devices, specimens are conditioned, in either air or water.
NOTE Large size and extra-large size devices are not suitable for use with cylindrical cores.
- Standard29 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies the scheme for the assessment and verification of constancy of performance (AVCP) of hydraulic road binders, including certification of conformity of the factory production control.
This document provides technical rules for factory production control, testing of samples taken at the manufacturing plant (autocontrol testing), assessment of the performance of the hydraulic road binder, initial inspection of the manufacturing plant and of factory production control and continuing surveillance, assessment and evaluation of factory production control.
The guidelines given in the Technical Report CEN/TR 14245 [5] contain information for the application of this document.
NOTE In the context of this document the term, “construction product” refers to hydraulic road binder.
- Standard13 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method for the determination of the tensile strength on cylindrical discs of concrete using cylindrical discs as test specimens, which can be separately manufactured or cut from cores of the finished concrete pavement.
- Standard12 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method for the determination of the bond stress of dowels in concrete pavements.
- Standard11 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes a method for determination of the solids content and the evaporation behaviour of volatiles of primers for cold and hot applied joint sealants.
- Standard7 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes a method for determining the homogeneity of primers for cold and hot applied joint sealants.
- Standard5 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes a method for determining the resistance against alkali of primers for cold and hot applied joint sealants.
- Standard7 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes a method for determining the flow resistance of hot applied joint sealants to characterize the stability at elevated temperature.
- Standard10 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies requirements for concrete pavements cast in situ. Concrete compacted by rollers is not covered by this document.
This document covers concrete pavements for roads, airfields, pedestrian footpaths, cycle tracks, storage areas, and in general for all traffic-bearing structures.
- Standard16 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies requirements for the constituents (concrete and other materials) of concrete pavements, cast in situ. Concrete compacted by rollers is not covered by this document.
This document covers concrete pavements for roads, airfields, pedestrian footpaths, cycle tracks, storage areas, and in general for all traffic-bearing structures.
- Standard12 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes test methods for determining the susceptibility of bituminous materials to deform under load. The test is applicable to mixtures with upper sieve size less than or equal to 32 mm.
The tests are applicable to specimens prepared from asphalt mixtures that have either been manufactured in a laboratory or cut from a pavement; test specimens are held in a mould with their surface flush with the upper edge of the mould.
The susceptibility of bituminous materials to deform is assessed by the rut formed by repeated passes of a loaded wheel at constant temperature. Three alternative types of devices can be used according to this document: large size devices, extra-large size devices and small size devices. With large size devices and extra-large size devices, the specimens are conditioned in air during testing. With small size devices, specimens are conditioned, in either air or water.
NOTE Large size and extra-large size devices are not suitable for use with cylindrical cores.
- Standard29 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes a test method to determine the ash content in natural asphalts (including lake asphalts), binders containing natural asphalts or bitumens. For the method to apply, it is essential that any mineral matter in the binder be finely divided and cannot exceed 45 % by mass.
- Standard6 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies requirements for concrete pavements cast in situ. Concrete compacted by rollers is not covered by this document.
This document covers concrete pavements for roads and other traffic-bearing structures.
- Standard16 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies requirements for the constituents (concrete and other materials) of concrete pavements, cast in situ. Concrete compacted by rollers is not covered by this document.
This document covers concrete pavements for roads and other traffic-bearing structures.
- Standard12 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a test method to determine the ash content in natural asphalts (including lake asphalts), binders containing natural asphalts or bitumens. For the method to apply, it is essential that any mineral matter in the binder be finely divided and cannot exceed a mass fraction of 45 %.
- Standard6 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method of comparing traffic noise on different road surfaces for various compositions of road traffic for the purpose of evaluating different road surface types. Sound levels representing either light or heavy vehicles at selected speeds are assigned to a certain road surface. The method is applicable to traffic travelling at constant speed, i.e. free-flowing conditions at posted speeds of 50 km/h and upwards. For conditions where traffic is not free flowing, such as at junctions and where the traffic is congested, the method is not applicable.
A standard method for comparing the noise characteristics of road surfaces gives road and environment authorities a tool for establishing common practices or limits regarding the use of road surfaces meeting certain noise criteria. However, it is not within the scope of ISO 11819 (all parts) to suggest such criteria.
The statistical pass-by (SPB) method is suitable for use for the following main purposes:
— to classify road surfaces according to their influence on traffic noise (surface classification);
— to assist in verifying conformity of production of road surfaces;
— to evaluate acoustic performance of road surfaces throughout operation relative to new condition;
— to evaluate the influence of different road surfaces on traffic noise at sites irrespective of condition and service time;
— to evaluate acoustic performance of a road surface relative to a reference surface.
Due to practical restrictions, the method cannot be applied at all possible locations. However, the backing board method can allow some locations to be tested that were not previously acceptable.
Clause 5 gives a general description of the SPB method.
- Standard58 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a test method to determine the resistance of a bituminous mixture or pavement to fuels. The procedure involves initial soaking of a test specimen made in the laboratory or cored from a pavement in a fuel, followed by a brushing period with a brush test device. The material loss of the specimen is a measure of the resistance to that fuel for that bituminous mixture.
- Standard14 pagesEnglish languagesale 10% offe-Library read for1 day
This European Standard specifies a test method for the recovery of soluble bitumen from bituminous mixtures from pavements in a form suitable for further testing. The procedure is suitable for the recovery of paving grade bitumen and is also suitable for mixtures containing volatile matter such as cut-back bitumen but the results may be less precise. This European Standard is the reference method for mixtures containing volatile matter, but the rotary evaporator procedure (see EN 12697-3) for mixtures with paving grade bitumen.
NOTE There is limited experience of recovery when polymer-modified bitumen is used.
- Standard14 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a test method to determine the resistance of bituminous materials to de-icing fluids such as solutions of acetate and formate. The procedure determines the surface tensile strength of a specimen of asphalt which has been stored in de-icing fluid.
This document is primarily used as a test on asphalt to be laid on airfields, but it can be used for asphalt to be laid on roads or other paved areas.
- Standard10 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method for the recovery of soluble bitumen from bituminous mixtures used in road, airfield or similar pavements in a form suitable for further testing.
The method is applicable for the recovery of paving grade bitumen and is the reference method for recovery of soluble bitumen from bituminous mixtures containing volatile matter such as cut-back bitumen.
The method is not applicable for recovery of polymer-modified bitumen.
NOTE EN 12697-3 is the reference method for the recovery of paving grade bitumen and polymer-modified bitumen.
- Standard14 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a test method to determine the resistance of a bituminous mixture or pavement to fuels. The procedure involves initial soaking of a test specimen made in the laboratory or cored from a pavement in a fuel, followed by a brushing period with a brush test device. The material loss of the specimen is a measure of the resistance to that fuel for that bituminous mixture.
- Standard14 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method of comparing traffic noise on different road surfaces for various compositions of road traffic for the purpose of evaluating different road surface types. Sound levels representing either light or heavy vehicles at selected speeds are assigned to a certain road surface. The method is applicable to traffic travelling at constant speed, i.e. free-flowing conditions at posted speeds of 50 km/h and upwards. For conditions where traffic is not free flowing, such as at junctions and where the traffic is congested, the method is not applicable.
A standard method for comparing the noise characteristics of road surfaces gives road and environment authorities a tool for establishing common practices or limits regarding the use of road surfaces meeting certain noise criteria. However, it is not within the scope of ISO 11819 (all parts) to suggest such criteria.
The statistical pass-by (SPB) method is suitable for use for the following main purposes:
— to classify road surfaces according to their influence on traffic noise (surface classification);
— to assist in verifying conformity of production of road surfaces;
— to evaluate acoustic performance of road surfaces throughout operation relative to new condition;
— to evaluate the influence of different road surfaces on traffic noise at sites irrespective of condition and service time;
— to evaluate acoustic performance of a road surface relative to a reference surface.
Due to practical restrictions, the method cannot be applied at all possible locations. However, the backing board method can allow some locations to be tested that were not previously acceptable.
Clause 5 gives a general description of the SPB method.
- Standard58 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a test method to determine the resistance of bituminous materials to de-icing fluids. The procedure determines the surface tensile strength of a specimen of asphalt which has been stored in de-icing fluid.
This document is primarily used as a test on asphalt to be laid on airfields, but it can be used for asphalt to be laid on roads or other paved areas.
- Standard10 pagesEnglish languagesale 10% offe-Library read for1 day
This European Standard specifies the methods for characterizing the stiffness of bituminous mixtures by alternative tests, including bending tests and direct and indirect tensile tests. The tests are performed on compacted bituminous material under a sinusoidal loading or other controlled loading, using different types of specimens and supports.
The procedure is used to rank bituminous mixtures on the basis of stiffness, as a guide to relative performance in the pavement, to obtain data for estimating the structural behaviour in the road and to judge test data according to specifications for bituminous mixtures.
As this standard does not impose a particular type of testing device the precise choice of the test conditions depends on the operating scope and working range of the device used.
For the choice of specific test conditions, the requirements of the product standards for bituminous mixtures should be respected.
The applicability of this document is described in the product standards for bituminous mixtures.
- Standard47 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies the methods for compacting parallelepipedal specimens (slabs) of bituminous mixtures, to be used directly for subsequent testing, or from which test specimens are cut.
For a given mass of bituminous mixture, the specimens are prepared either under controlled compaction energy, or until a specified volume and therefore air voids content is obtained.
This document describes the following methods of compaction:
- method using a wheel or two wheels fitted with pneumatic tyres;
- methods using a steel roller, which includes 3 different procedures:
- steel roller;
- steel roller used on wheel fitted with pneumatic tyres;
- steel roller running on vertical sliding steel plates;
- method using a steel roller sector.
This document is applicable to bituminous mixtures manufactured in the laboratory or in a mixing plant.
- Standard22 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes a hot sand test method for determining the condition of the binder on coated chippings for use with hot rolled asphalt (HRA) surface course.
- Standard8 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes two test methods for determining the thickness of bituminous pavement. The first method describes measurements carried out on one or more cores which have been drilled from the full depth of the slab or road structure (destructive method). The second method electro-magnetic (non-destructive) measurement are used.
- Standard9 pagesEnglish languagesale 10% offe-Library read for1 day
This European Standard specifies the methods for characterizing the stiffness of bituminous mixtures by alternative tests, including bending tests and direct and indirect tensile tests. The tests are performed on compacted bituminous material under a sinusoidal loading or other controlled loading, using different types of specimens and supports.
The procedure is used to rank bituminous mixtures on the basis of stiffness, as a guide to relative performance in the pavement, to obtain data for estimating the structural behaviour in the road and to judge test data according to specifications for bituminous mixtures.
As this standard does not impose a particular type of testing device the precise choice of the test conditions depends on the operating scope and working range of the device used.
For the choice of specific test conditions, the requirements of the product standards for bituminous mixtures should be respected.
The applicability of this document is described in the product standards for bituminous mixtures.
- Standard47 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies the methods for compacting parallelepipedal specimens (slabs) of bituminous mixtures, to be used directly for subsequent testing, or from which test specimens are cut.
For a given mass of bituminous mixture, the specimens are prepared either under controlled compaction energy, or until a specified volume and therefore air voids content is obtained.
This document describes the following methods of compaction:
- method using a wheel or two wheels fitted with pneumatic tyres;
- methods using a steel roller, which includes 3 different procedures:
- steel roller;
- steel roller used on wheel fitted with pneumatic tyres;
- steel roller running on vertical sliding steel plates;
- method using a steel roller sector.
This document is applicable to bituminous mixtures manufactured in the laboratory or in a mixing plant.
- Standard22 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a test method for the determination of the mixing quality and the tendency of segregation in composition of bituminous mixtures. This test method is considered suitable for mix-design purposes and for client information.
NOTE This test method is based on hot bituminous mixtures. There is no experience for other types of bituminous mixtures, e.g. asphalt concrete with bituminous emulsions.
- Standard10 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method for measuring the bulk density of pavement mixtures using a transmission-type gamma radiation test bench.
This method applies to cylindrical specimens or parallelepipedal blocks, prepared in a laboratory or cut from a pavement. The thickness and the mass absorption coefficient, which is a function of the chemical composition, are known. The thickness of the specimen body traversed by the radiation is between 30 mm and 300 mm.
The method cannot be applied to materials containing slags, with variable metal content or chemical composition.
NOTE Material containing metal or chemical compositions can affect the absorption of gamma rays.
- Standard11 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method to determine the friction at 60 km/h after polishing during a fixed number of passes on surfaces of bituminous mixtures samples, or to follow its evolution as a function of the number of polishing passes.
The samples used are either produced in a laboratory or are cores taken from the site.
- Standard30 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes a hot sand test method for determining the condition of the binder on coated chippings for use with hot rolled asphalt (HRA) surface course.
- Standard8 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes two test methods for determining the thickness of bituminous pavement. The first method describes measurements carried out on one or more cores which have been drilled from the full depth of the slab or road structure (destructive method). The second method electro-magnetic (non-destructive) measurement are used.
- Standard9 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies test methods for determining the bond strength between an asphalt layer and other newly constructed construction layers or existing substrates in road or airfield pavements. The tests can also be applied on laboratory prepared interlayers.
The normative tests described in this document are:
— Torque Bond Test (TBT), generally applicable to any layer thicknesses;
— Shear Bond Test (SBT), generally applicable to layer thicknesses > 15 mm;
— Tensile Adhesion Test (TAT), generally applicable to layer thicknesses ≤ 15 mm.
NOTE Further non normative test methods are described in informative annexes:
— Annex A (informative) - Compressed Shear Bond Test (CSBT);
— Annex B (informative) - Alternative Shear Bond Test (ASBT);
— Annex C (informative) - Layer Adhesion Measuring Instrument (LAMI).
- Standard45 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a number of test methods for the determination of the relationship between the water content and the density of unbound and hydraulically bound mixtures under specified test conditions. The test results provide an estimate of the mixture density that can be achieved and provides a reference parameter for assessing the density of the compacted layer of the mixture.
The test results are used as a basis for specifying requirements for hydraulically bound and unbound mixtures.
The test result also allows a conclusion to be drawn as to the water content at which a mixture can be satisfactorily compacted in order to achieve a given density.
- Standard12 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies the test methods for the laboratory determination of the California bearing ratio and immediate bearing index.
The tests are appropriate to that part of the mixture up to a maximum particle size of 22,4 mm.
When immersion in water is specified as part of the curing of the specimen, this document also includes the determination of vertical swelling of the specimen before the determination of the California bearing ratio.
- Standard14 pagesEnglish languagesale 10% offe-Library read for1 day
This document specifies a method for the determination of the relationship between the dry density and water content of a mixture using vibrating hammer compaction.
This document applies to mixtures which contain no more than 10 % by mass of the mixture retained on the 40 mm test sieve.
This document also describes the procedure for calculating and plotting the curves corresponding to 0, 5 and 10 % air voids.
- Standard11 pagesEnglish languagesale 10% offe-Library read for1 day
This document describes a test method for the determination of the compressive strength of specimens of hydraulically bound mixtures. This document applies to specimens manufactured in the laboratory or prepared from cores.
- Standard11 pagesEnglish languagesale 10% offe-Library read for1 day
- Corrigendum1 pageSlovenian languagesale 10% offe-Library read for1 day
- Corrigendum1 pageSlovenian languagesale 10% offe-Library read for1 day
This document describes a test method to determine the friction at 60 km/h after polishing during a fixed number of passes on surfaces of bituminous mixtures samples, or to follow its evolution as a function of the number of polishing passes.
The samples used are either produced in a laboratory or are cores taken from the site.
NOTE This procedure was previously known as Wehner and Schulze method (see [1]).
- Standard30 pagesEnglish languagesale 10% offe-Library read for1 day