Research Article
Fatigue Damage Estimation in Existing Railway Steel Bridges by Detailed Loading History Analysis
Table 2
Traffic type for the period 1991–2000.
| Train type | Name | Train/day | Axle/day | Locomotive (L) and carriages (Ci) | t/axle | Wagon number | Wagon type | Axle spacing [m] |
| 1 | IC | 20 | 960 | L | 20,25 | 1 | | 2.6-6.4-2.6 | Intercity | | | C1 | 15 | 5 | | 2.56-16.44-2.56 | | | | C2 | 12,75 | 6 | | 2.56-16.44-2.56 |
| 2 | EC | 10 | 340 | L | 20 | 1 | | 2.85-2.35-2.85-2.35-2.85 | Eurocity | | | C1 | 14,25 | 2 | | 2.56-16.44-2.56 | | | | C2 | 12 | 5 | | 2.56-16.44-2.56 |
| 3 | EXPR | 15 | 990 | L | 20 | 1 | | 2.85-2.35-2.85-2.35-2.85 | Express | | | C1 | 14,25 | 10 | | 2.56-16.44-2.56 | | | | C2 | 12 | 5 | | 2.56-16.44-2.56 |
| 4 | DIR | 30 | 1380 | L | 18,6 | 1 | | 2.85-2.35-2.85-2.35-2.85 | Direct | | | C1 | 10,675 | 10 | | 2.4-16.6-2.4 |
| 5 | ETR | 10 | 480 | L | 20 | 2 | | 3-9-3 | Eurostar | | | C1 | 11,6 | 10 | | 3-17.3-3 |
| 6 | TEC | 15 | 990 | L | 18,7 | 1 | | 2.85-2.35-2.85-2.35-2.85 | Container freight | | | C1 | 20 | 15 | | 1.8-12.8-1.8 |
| 7 | Merci acciaio | 10 | 720 | L | 18,7 | 2 | | 2.85-2.35-2.85-2.35-2.85 | Steel freight | | | C1 | 20 | 15 | | 1.8-13.06-1.8 |
| 8 | Treno merci tipo D4 | 5 | 380 | L | 20 | 2 | | 2.85-2.35-2.85-2.35-2.85 | D4 freight | | | C1 | 22,5 | 16 | | 1.8-4.65-1.8 |
| 9 | Treno merci misto | 5 | 270 | L | 18,7 | 1 | | 2.85-2.35-2.85-2.35-2.85 | Mixed freight | | | C1 | 16 | 24 | | 9 |
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