A 2 Coating systems (Explanations of structural component numbers in Figures A 4.3.1 to A 4.3.3) Table A 4.3.2: Coating systems 1 2 3 4 5 6 7 Comp. Basic Coating system Nominal Surface Materials in Other notes No corrosion load dry film preparation thickness grade (m) Annex E No Sheet No 1 Bridge superstructures 1.1 sides of roadway slabs 1) 1.1.1 Welded deck plates for railway bridges (with ballast bed) Load from 1 thin coat EP/PUR 4000 Sa 2½ 84 Annex rail traffic quartz sand 0.4-0.7 mm 84 and superstructure 2 thin coat PUR 4000 Sa 2½ 84 Annex equipment is significant 3 1 GB EP 300 Sa 2½ 84 Apply DB to wet ZB. quartz sand 0.4-0.7 mm 84 Compaction and 1 ZB EP 84 levelling of the 300 1 DB EP-coarse mortar 84 surface by power 4000 trowel 1.1.2 1) Riveted deck plates for railway bridges (with ballast bed) Load from 1 thin coat EP/PUR 4000 Sa 2½ 84 Annex rail traffic quartz sand 0.4-0.7 mm 84 and superstructure 2 thin coat PUR 4000 Sa 2½ 84 Annex equipment is significant 3 1 GB EP 300 Sa 2½ 84 quartz sand 0.4-0.7 mm 84 1 DB thin coat EP/PUR 84 4000 quartz sand 0.4-0.7 mm 84 4 1 GB EP 300 Sa 2½ 84 quartz sand 0.4-0.7 mm 84 1 DB thin coat PUR 84 Annex 4000 1.1.3 Vertical surfaces in contact with ballast (ballast boundary)1) Load from rail traffic 1 thin coat EP/PUR 2000 Sa 2½ 84 and superstructure quartz sand 0.4-0.7 mm 84 equipment is 2 thin coat PUR 2000 Sa 2½ 84 Annex significant 3 1 GB EP 300 Sa 2½ 84 Ballast boundary side quartz sand 0.4-0.7 mm 84 walls with EP fine 1 DB EP-fine mortar 84 mortar 2000 Table A 4.3.2 continued 1 2 3 4 5 6 7 Comp. Basic Coating system Nominal Surface Materials in Other No corrosion load dry film preparation TL/TP-KOR- notes thickness grade Stahlbauten, (m) Annex No Sheet No 1.1.4 Deck plates, with and without road pavement
A 2 Coating systems (Explanations of structural component numbers in Figures A 4.3.1 to A 4.3.3) Table A 4.3.2: Coating systems 1 2 3 4 5 6 7 Comp. No Basic corrosion load Coating system Nominal dry film thickness (m) Surface preparation grade Materials in Annex E Sheet No Other notes No 1 Bridge superstructures 1.1 sides of roadway slabs 1.1.1 Welded deck plates for railway bridges (with ballast bed) 1) Load from rail traffic and superstructure equipment is significant 1 thin coat EP/PUR quartz sand 0.4-0.7 mm 4000 Sa 2½ 84 Annex 84 2 thin coat PUR 4000 Sa 2½ 84 Annex 3 1 GB EP quartz sand 0.4-0.7 mm 1 ZB EP 1 DB EP-coarse mortar 300 300 4000 Sa 2½ 84 84 84 84 Apply DB to wet ZB. Compaction and levelling of the surface by power trowel 1.1.2 Riveted deck plates for railway bridges (with ballast bed) 1) Load from rail traffic and superstructure equipment is significant 1 thin coat EP/PUR quartz sand 0.4-0.7 mm 4000 Sa 2½ 84 Annex 84 2 thin coat PUR 4000 Sa 2½ 84 Annex 3 1 GB EP quartz sand 0.4-0.7 mm 1 DB thin coat EP/PUR quartz sand 0.4-0.7 mm 300 4000 Sa 2½ 84 84 84 84 4 1 GB EP quartz sand 0.4-0.7 mm 1 DB thin coat PUR 300 4000 Sa 2½ 84 84 84 Annex 1.1.3 Vertical surfaces in contact with ballast (ballast boundary)1) Load from rail traffic and superstructure equipment is significant 1 thin coat EP/PUR quartz sand 0.4-0.7 mm 2000 Sa 2½ 84 84 2 thin coat PUR 2000 Sa 2½ 84 Annex 3 1 GB EP quartz sand 0.4-0.7 mm 1 DB EP-fine mortar 300 2000 Sa 2½ 84 84 84 Ballast boundary side walls with EP fine mortar Table A 4.3.2 continued 1 2 3 4 5 6 7 Comp. No Basic corrosion load Coating system Nominal dry film thickness (m) Surface preparation grade Materials in TL/TP-KOR- Stahlbauten, Annex Sheet No Other notes No 1.1.4 Deck plates, with and without road pavement
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