Verkkokauppa
SFS-EN 1097-8:2020:en
Tests for mechanical and physical properties of aggregates. Part 8: Determination of the polished stone value
Soveltamisala
Suomenkielistä soveltamisalaa ei ole saatavissa.
This document describes the reference method used for type testing and in case of dispute for determining the polished stone value (PSV) of a coarse aggregate used in road surfacings. For other purposes, in particular factory production control, other methods are possible provided that an appropriate working relationship with the reference method has been established. Examples of advanced test methods can be found in the Bibliography.
Annex A describes an optional method for the determination of the aggregate abrasion value (AAV).
NOTE 1 The AAV method is suitable to use when particular types of skid resistant aggregates, (typically those with a PSV of 60 or greater) which can be susceptible to abrasion under traffic, are required.
The sample is taken from normal run of production from the plant.
NOTE 2 Chippings that have been freshly crushed in the laboratory or recovered from bituminous materials may give misleading results.
Tämän julkaisun valmistelusta Suomessa vastaa Rakennustuoteteollisuus RTT ry, puh. 09 12 991 (vaihde).
This document describes the reference method used for type testing and in case of dispute for determining the polished stone value (PSV) of a coarse aggregate used in road surfacings. For other purposes, in particular factory production control, other methods are possible provided that an appropriate working relationship with the reference method has been established. Examples of advanced test methods can be found in the Bibliography.
Annex A describes an optional method for the determination of the aggregate abrasion value (AAV).
NOTE 1 The AAV method is suitable to use when particular types of skid resistant aggregates, (typically those with a PSV of 60 or greater) which can be susceptible to abrasion under traffic, are required.
The sample is taken from normal run of production from the plant.
NOTE 2 Chippings that have been freshly crushed in the laboratory or recovered from bituminous materials may give misleading results.
Tämän julkaisun valmistelusta Suomessa vastaa Rakennustuoteteollisuus RTT ry, puh. 09 12 991 (vaihde).
Tuoteryhmä(t)
Sidokset
Velvoittavat viittaukset
EN 1097-6:2013 Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption
EN 1097-6:2022 Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption
EN 932-2:1999 Tests for general properties of aggregates - Part 2: Methods for reducing laboratory samples
EN 1097-6:2022 Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption
EN 932-2:1999 Tests for general properties of aggregates - Part 2: Methods for reducing laboratory samples
Tekninen komitea
Vahvistuspäivä
24.04.2020
Julkaisupäivä
28.04.2020
Painos
2
Sivumäärä
35
Julkaisun kieli
englanti