{"id":392070,"date":"2024-10-20T04:02:29","date_gmt":"2024-10-20T04:02:29","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-1744-42021-tc\/"},"modified":"2024-10-26T07:30:51","modified_gmt":"2024-10-26T07:30:51","slug":"bs-en-1744-42021-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-1744-42021-tc\/","title":{"rendered":"BS EN 1744-4:2021 – TC"},"content":{"rendered":"
This document specifies the procedure for the determination of the water susceptibility of fillers for bituminous mixtures, by separation of filler from a bitumen filler mixture. A method for the determination of water susceptibility by volume increase and loss of stability of a Marshall specimen is described in Annex A.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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34<\/td>\n | undefined <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 3 Terms and definitions 4 Principle <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 5 Separation of filler from a bitumen filler mixture 5.1 Reagents 5.2 Apparatus <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 5.3 Sampling 5.4 Preparation of test portions 5.5 Procedure <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 5.6 Calculation and expression of results 5.7 Test report <\/td>\n<\/tr>\n | ||||||
45<\/td>\n | Annex A (normative)Determination of the volume increase and loss of stability of a Marshall specimen A.1 General A.2 Principle A.3 Materials A.4 Apparatus <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | A.5 Sampling A.6 Preparation of Marshall specimens <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | A.7 Procedure A.8 Calculation and expression of results <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | A.9 Test report A.10 Precision <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Annex B (informative)Water susceptibility of fillers \u2013 Shaking abrasion method B.1 General B.2 Principle B.3 Apparatus <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | B.4 Materials B.5 Preparation of the specimens B.5.1 Composition of the specimen mixture <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | B.5.2 Preparation of the specimen mixture <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | B.5.3 Manufacturing the specimens B.6 Procedure B.6.1 Determining water absorption and swelling <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | B.6.2 Determining the shaking abrasion B.6.3 Calculation and expression of results B.6.3.1 Bulk density of the composite aggregate 0\/0,4 mm <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | B.6.3.2 Water absorption B.6.3.3 Swelling <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | B.6.3.4 Shaking abrasion B.7 Test report <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Tests for chemical properties of aggregates – Determination of water susceptibility of fillers for bituminous mixtures<\/b><\/p>\n |