Foreword
Introduction
1 Scope
2 Overview of I.S. EN 13139
2.1 General requirements
2.2 Evaluation of conformity
3 Requirements of I.S. EN 13139
3.1 General
3.2 Geometrical requirements
3.2.1 Aggregate size (I.S. EN 13139:2002, 3.5, 3.9 and 5.2)
3.2.2 Sieve sizes
3.2.3 Grading (I.S. EN 13139:2002, 5.3)
3.2.4 Particle shape and shell content
(I.S. EN 13139:2002, 5.4)
3.2.5 Fines (I.S. EN 13139:2002, 5.5 and Annex C)
3.2.6 Particle density and water absorption
(I.S. EN 13139:2002, 6.2.1 and 6.2.2)
3.2.7 Resistance to freezing and thawing
(I.S. EN 13139:2002, 6.2.3)
3.3 Chemical requirements (I.S. EN 13139:2002, Clause 7)
3.3.1 General
3.3.2 Water-soluble chloride ion content
(I.S. EN 13139:2002, 7.2)
3.3.3 Acid-soluble sulfate content (I.S. EN 13139:2002, 7.3.1)
3.3.4 Total sulfur content (I.S. EN 13139:2002, 7.3.2)
3.3.5 Constituents which alter the rate of setting and
hardening of mortar (I.S. EN 13139:2002, 7.4)
3.3.6 Additional requirements for manufactured aggregates
(I.S. EN 13139:2002, 7.5)
3.3.7 Effects of some constituents of aggregates on mortar
(I.S. EN 13139:2002, Annex D)
3.4 Evaluation of conformity
3.4.1 General
3.4.2 Initial type tests (I.S. EN 13139:2002, 8.2)
3.4.3 Factory production control (I.S. EN 13139:2002, 8.3)
4 Provisions of the EU Construction Products Directive
Annex A (informative) Established aggregate descriptions and
recommended equivalent European designations
Annex B (informative) Comparison of the grading and fines
content of aggregates in I.S. EN 13139 with established
Irish and UK practice
B.1 Masonry mortar
B.2 Plastering and rendering mortar
B.3 Levelling screed
Annex C (informative) Example specification
Bibliography