This document describes a method for determining the vertical and horizontal permeability of cylindrical specimens of bituminous mixtures. The standard applies to specimens cored out of the road, specimens from laboratory made slabs or laboratory specimens prepared with a compaction device provided the thickness of the specimen is not less than 2,5 times the nominal maximum particle size of the aggregate in the mixture. The nominal diameter of specimens should be either 100 mm or 150 mm unless the nominal maximum particle size of the aggregate size exceeds 22 mm, when the nominal diameter shall be 150 mm diameter.
Số hiệu tiêu chuẩn
EN 12697-19+A1
Tên tiêu chuẩn
Bituminous mixtures - Test methods for hot mix asphalt - Part 19: Permeability of specimen
Ngày phát hành
2007-07-00
Tiêu chuẩn tương đương
NF P98-818-19*NF EN 12697-19+A1 (2007-09-01), IDT * DIN EN 12697-19 (2007-10), IDT * SN EN 12697-19+A1 (2007), IDT * OENORM EN 12697-19 (2007-12-01), IDT * PN-EN 12697-19+A1 (2008-01-29), IDT * PN-EN 12697-19+A1 (2009-01-30), IDT * SS-EN 12697-19+A1 (2007-07-12), IDT * UNE-EN 12697-19+A1 (2007-12-19), IDT * UNI EN 12697-19:2007 (2007-10-04), IDT * STN EN 12697-19+A1 (2008-01-01), IDT * CSN EN 12697-19+A1 (2007-12-01), IDT * DS/EN 12697-19 + A1 (2007-12-02), IDT * NEN-EN 12697-19+A1:2007 nl (2007-07-01), IDT * NEN-EN 12697-19:2004+A1:2007 en (2007-07-01), IDT * SFS-EN 12697-19 + A1:en (2007-11-23), IDT
Từ khóa
Asphalts * Bitumens * Construction * Construction materials * Determination * Gullies * Hot mix asphalts * Laboratories * Mathematical calculations * Mechanical properties * Pavements (roads) * Performance tests * Permability * Physical properties * Road construction * Test equipment * Test specimens * Testing * Qualification tests