{"id":214741,"date":"2024-10-19T13:55:10","date_gmt":"2024-10-19T13:55:10","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-12697-202020\/"},"modified":"2024-10-25T06:54:40","modified_gmt":"2024-10-25T06:54:40","slug":"bs-en-12697-202020","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-12697-202020\/","title":{"rendered":"BS EN 12697-20:2020"},"content":{"rendered":"
This document specifies a test method for determining the depth of indentation of mastic asphalt and other asphalt, when force is applied to them via a cylindrical indentor pin with a circular flat-ended base. This document applies to aggregates of maximum nominal size less than or equal to 16 mm.<\/p>\n
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2<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions 4 Apparatus 4.1 Moulding of test cubes of mastic asphalt <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 4.2 Indentation test apparatus 4.2.1 Loading apparatus 4.2.1.1 Description 4.2.1.2 Loading weights <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 4.2.1.3 Steel identor pin 4.2.1.4 Deformation measurement gauge <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 5 Specimens 5.1 Specimen type 5.2 Number of specimens 5.3 Conditioning 6 Procedure 6.1 Checking 6.2 Test conditions 6.3 Cube specimen preparation 6.3.1 Specimen size <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 6.3.2 Preparation of mastic asphalt samples mixed in industrial scale 6.3.3 Preparation of laboratory-mixed MA 6.3.4 Moulding of test cubes 6.4 Cylindrical specimen preparation 6.5 Mounting and temperature conditioning of the specimens <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 6.6 Application of the force 7 Result 8 Precision <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 9 Test report <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Bituminous mixtures. Test methods – Indentation using cube or Marshall specimens<\/b><\/p>\n |