D.2.3.2. Lightweight aggregate for concrete shall be marked on packaging according to SK EN The mark must contain a reference to this standard, in accordance with a special regulation. D.3. EXAMINATION OF AGGREGATE D.3.1. Testing of properties, depending on the type of aggregate for concrete and lightweight aggregate for concrete, must be carried out according to standard series SK EN 932:20XX, SK EN 933:20XX, SK EN 1097:20XX, SK EN 1367:20XX and SK EN 1744:20XX, and the provisions of this Appendix. D.3.2. Sampling and preparation of samples for testing properties, depending on the type of aggregate for concrete and lightweight aggregate for concrete, carried out according to standard series SK EN 932:20XX, SK EN 933:20XX, SK EN 1097:20XX, SK EN 1367:20XX and SK EN 1744:20XX, and the provisions of this Appendix. D.4. CONTROL OF AGGREGATE BEFORE CONCRETE PRODUCTION D.4.1. The control of aggregate is carried out in the central batching plant (cement factory), at the batching plant operation for precast concrete products and concrete plant on the site in accordance with SK EN 206-1:20XX. D.4.2. The control of aggregate is carried out by applying the appropriate standard of point D.3.1. D.5. MAINTAINING THE CHARACTERISTICS OF AGGREGATES D.5.1. Manufacturer and distributor of aggregates and concrete manufacturer shall take appropriate measures to maintain the properties of aggregates during handling, transport, transshipment and storage under Appendix H of the SK EN 12620:20XX and Appendix F of Standard SK EN 13055-1:20XX Norms. D.6 LIST OF STANDARDS SK EN 12620:20XX Aggregates for concrete Lightweight aggregates - Part 1: Lightweight aggregates for concrete, mortar SK EN 13055-1:20XX and grout SK EN 206-1:20XX Concrete - Part 1: Specification, performance, production and conformity Regional Specifications and Recommendations for the avoidance of damaging CR 1901 alkali silica reactions in concrete
D.2.3.2. Lightweight aggregate for concrete shall be marked on packaging according to SK EN The mark must contain a reference to this standard, in accordance with a special regulation. D.3. EXAMINATION OF AGGREGATE D.3.1. Testing of properties, depending on the type of aggregate for concrete and lightweight aggregate for concrete, must be carried out according to standard series SK EN 932:20XX, SK EN 933:20XX, SK EN 1097:20XX, SK EN 1367:20XX and SK EN 1744:20XX, and the provisions of this Appendix. D.3.2. Sampling and preparation of samples for testing properties, depending on the type of aggregate for concrete and lightweight aggregate for concrete, carried out according to standard series SK EN 932:20XX, SK EN 933:20XX, SK EN 1097:20XX, SK EN 1367:20XX and SK EN 1744:20XX, and the provisions of this Appendix. D.4. CONTROL OF AGGREGATE BEFORE CONCRETE PRODUCTION D.4.1. The control of aggregate is carried out in the central batching plant (cement factory), at the batching plant operation for precast concrete products and concrete plant on the site in accordance with SK EN 206-1:20XX. D.4.2. The control of aggregate is carried out by applying the appropriate standard of point D.3.1. D.5. MAINTAINING THE CHARACTERISTICS OF AGGREGATES D.5.1. Manufacturer and distributor of aggregates and concrete manufacturer shall take appropriate measures to maintain the properties of aggregates during handling, transport, transshipment and storage under Appendix H of the SK EN 12620:20XX and Appendix F of Standard SK EN 13055-1:20XX Norms. D.6 LIST OF STANDARDS SK EN 12620:20XX Aggregates for concrete SK EN 13055-1:20XX Lightweight aggregates - Part 1: Lightweight aggregates for concrete, mortar and grout SK EN 206-1:20XX Concrete - Part 1: Specification, performance, production and conformity CR 1901 Regional Specifications and Recommendations for the avoidance of damaging alkali silica reactions in concrete
2nd_Draft_of_Building_Code_Concrete_Structures_(2)_eng_508718.docx