outdoor 2 zinc spraying 100 Sa 3 weathering: 1 ZB EP HS 150 94 corrosiveness 1 DB PUR/PUR HS 80 87/94 category up to C5-l and C5-M 5.5 top flanges of rolled asphalt girders with directly load-bearing fenders In each case, 1 zinc spraying 100 Sa 3 maximum load is 1 DB EP 300 84 taken as a basis: corrosiveness 2 1 GB EP-zinc dust 70 Sa 2½ 87 category C5-l and 1 DB EP 300 84 C5-M Table A 4.3.2 continued 1 2 3 4 5 6 7 Comp. Coating system Nominal dry Surface Materials in Other No corrosion load film preparation TL/TP-KOR- notes thickness grade Stahlbauten, (m) Annex E No Sheet No 6 road sign and signal gantries, Road traffic signal systems and traffic masts 6.1 road sign and signal gantries Water spray area, 1 hot dip galv. 14) in the area extending impact by crushed 1 ZB EP up to 2 m above the 80 87 stone, outdoor 1 DB PUR upper railing edge, 80 7) 87 weathering: additional 2nd ZB as 2 hot dip galv. — corrosiveness DB 1 ZB 1K HS 80 93 category up to C5-l 15) 1 DB 1K HS and C5-M 80 93 3 1 GB EP-zinc dust 70 Sa 2½ 87 applies only to repairs 1st ZB EP 80 87 in the area extending 2nd ZB EP 80 87 up to 2 m above the 1 DB PUR 80 87 upper railing edge, additional 3rd ZB 7) 6.2 Road traffic signal systems as in 6.1, if 1 correspondingly to 6.1, in the air / soil transitional area, apply the additional intermediate necessary also air / coating (up to 2 m above the upper railing edge) up to 0.50 m beneath the upper railing soil transitional area edge 6.3 lighting columns as in 6.2 1 as in 6.2, see corrosion protection regulations of the utility provider 6.4 catenary masts 1 see regulations of the transport authority
outdoor weathering: corrosiveness category up to C5-l and C5-M 2 zinc spraying 1 ZB EP HS 1 DB PUR/PUR HS 100 150 80 Sa 3 94 87/94 5.5 top flanges of rolled asphalt girders with directly load-bearing fenders In each case, maximum load is taken as a basis: corrosiveness category C5-l and C5-M 1 zinc spraying 1 DB EP 100 300 Sa 3 84 2 1 GB EP-zinc dust 1 DB EP 70 300 Sa 2½ 87 84 Table A 4.3.2 continued 1 2 3 4 5 6 7 Comp. No corrosion load Coating system Nominal dry film thickness (m) Surface preparation grade Materials in TL/TP-KOR- Stahlbauten, Annex E Sheet No Other notes No 6 road sign and signal gantries, Road traffic signal systems and traffic masts 6.1 road sign and signal gantries Water spray area, impact by crushed stone, outdoor weathering: corrosiveness category up to C5-l and C5-M 1 hot dip galv. 1 ZB EP 1 DB PUR 80 80 14) 87 87 7) in the area extending up to 2 m above the upper railing edge, additional 2nd ZB as DB 15) 2 hot dip galv. 1 ZB 1K HS 1 DB 1K HS 80 80 — 93 93 3 1 GB EP-zinc dust 1st ZB EP 2nd ZB EP 1 DB PUR 70 80 80 80 Sa 2½ 87 87 87 87 applies only to repairs in the area extending up to 2 m above the upper railing edge, additional 3rd ZB 7) 6.2 Road traffic signal systems as in 6.1, if necessary also air / soil transitional area 1 correspondingly to 6.1, in the air / soil transitional area, apply the additional intermediate coating (up to 2 m above the upper railing edge) up to 0.50 m beneath the upper railing edge 6.3 lighting columns as in 6.2 1 as in 6.2, see corrosion protection regulations of the utility provider 6.4 catenary masts 1 see regulations of the transport authority