Information for estimating intervention and travel time costs due to corrective interventions
| Object type | Unit | Intervention costs: €/unit | Duration of traffic disruption: d/unit | |
|---|---|---|---|---|
| Bridgea | Metal | m2 | 4000 | 0·097 |
| Concrete | m2 | 3000 | 0·073 | |
| Masonry | m2 | 2000 | 0·098 | |
| Track | m | 200 | 0·0002 | |
| Earthwork | Embankment | m3 | 2000 | 0·02 |
| Cutting | m3 | 2000 | 0·02 | |
| Switch | Turnout | Number | 45 000 | 0·45 |
| Object type | Unit | Intervention costs: €/unit | Duration of traffic disruption: d/unit | |
|---|---|---|---|---|
| Bridge | Metal | m2 | 4000 | 0·097 |
| Concrete | m2 | 3000 | 0·073 | |
| Masonry | m2 | 2000 | 0·098 | |
| Track | m | 200 | 0·0002 | |
| Earthwork | Embankment | m3 | 2000 | 0·02 |
| Cutting | m3 | 2000 | 0·02 | |
| Switch | Turnout | Number | 45 000 | 0·45 |
The table is to be read as follows: when a corrective intervention is executed on a metal bridge, it will cost the extent of the bridge measured in square metres multiplied by €4000/m2, and the traffic will be disrupted by the extent of the bridge measured in square metres multiplied by 0·097 d/m2
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