PRICES include / exclude VAT
Homepage>BS Standards>93 CIVIL ENGINEERING>93.080 Road engineering>93.080.20 Road construction materials>BS EN 12697-18:2017 - TC Tracked Changes. Bituminous mixtures. Test methods Binder drainage
Sponsored link
immediate downloadReleased: 2020-02-25
BS EN 12697-18:2017 - TC Tracked Changes. Bituminous mixtures. Test methods Binder drainage

BS EN 12697-18:2017 - TC

Tracked Changes. Bituminous mixtures. Test methods Binder drainage

Format
Availability
Price and currency
English Secure PDF
Immediate download
268.62 EUR
English Hardcopy
In stock
268.62 EUR
Standard number:BS EN 12697-18:2017 - TC
Released:2020-02-25
ISBN:978 0 539 09184 7
Status:Tracked Changes
DESCRIPTION

BS EN 12697-18:2017 - TC


This standard BS EN 12697-18:2017 - TC Tracked Changes. Bituminous mixtures. Test methods is classified in these ICS categories:
  • 93.080.20 Road construction materials
This draft European Standard describes two test methods: - basket method (see Clause 4), - beaker method (see Clause 5). The basket method describes a method for determining binder drainage of bituminous mixtures. This method directly measures binder drainage, but when carried out on bituminous mixtures with fibres or mixtures whose mortar content is higher than in porous asphalt some clogging of the holes in the drainage baskets can occur, limiting the drainage of the binder. The basket method can be used either for determining the binder drainage for different binder content, or with a single binder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified. The beaker method describes a method for determining binder drainage of bituminous mixtures. It is applicable to asphalt materials that are not porous asphalt or for porous asphalt incorporating fibres. It can be used either for determining the binder drainage for different binder content, or with a single binder content, eliminating the successive repetitions. It also enables the effects of varying fine aggregate types or including any anti-draining additive to be quantified.