Estimation of financial needs and condition of infrastructure assets
2024-03-25
Maintenance interventions
Development interventions
Intervention strategies
Intervention programs
Bridge type | CS1 | CS2 | CS3 | CS4 | CS5 |
---|---|---|---|---|---|
Reinforced concrete | Do nothing | Do nothing | Do nothing | Rehabilitation | Replacement |
Pre-stressed concrete | Do nothing | Do nothing | Do nothing | Rehabilitation | Replacement |
Masonry | Do nothing | Do nothing | Do nothing | Rehabilitation | Replacement |
Composite | Do nothing | Do nothing | Rehabilitation | Renewal | Replacement |
Metal | Do nothing | Do nothing | Rehabilitation | Renewal | Replacement |
Intervention | Description of activities |
---|---|
Do nothing | - |
Rehabilitation | - Replacement of waterproofing - Restoration of parts of drainage system - Improvement or replacement of construction joints - Repair of the reinforced concrete - Renewal of any finishing |
Renewal | - Strengthening of one or more structural elements - Renewal of the drainage system |
Replacement | - Replacement of part or all of the structure |
CS | General description | General description of damage | Values of damage indicators |
---|---|---|---|
1 | Good | None/Insignificant | Concrete elements: Small superficial cracks, no indication of corrosion, no or few humid zones Bearings: No indication of corrosion or damage |
2 | Acceptable | Minor | Concrete elements: Small cracks due to the corrosion of the reinforcement, some rust spots, some humid zones but no leaching of the concrete Bearings: Some indication of corrosion or damage |
3 | Damaged | Significant | Concrete elements: Some calcium deposits along concrete cracks, some spalling of concrete with less than 10% of reinforcement exposed, insignificant loss of cross section area of the reinforcement, humid zones with leaching of the concrete Bearings: Medium amount of corrosion and damage |
4 | Poor | Extensive | Concrete elements: Significant calcium deposits along concrete cracks, spalling of concrete with less than 25% of exposed reinforcement, occurrence of pitting corrosion, large humid zones with leaching of concrete Bearings: Significant corrosion, including corroded support plates and anchoring connections |
5 | Alarming | Safety is endangered | Concrete elements: Extensive spalling of concrete with more than 25% of exposed reinforcement, significant loss of cross sectional area of the reinforcement, advanced pitting corrosion occurring, large humid zones with leaching of concrete Bearings: Advanced corrosion, seized bearings, anchoring connections heavily deteriorated |
CS | Intervention | Effectiveness vectors | Maintenance costs | Travel time costs | Accident costs | ||||
1 | 2 | 3 | 4 | 5 | \(mu/m^2\) | \(mu/m^2\) | \(mu/m^2\) | ||
1 | Do nothing | Same as the deterioration trans. probs. | 0 | 0 | 0 | ||||
2 | Do nothing | Same as the deterioration trans. probs. | 10 | 0 | 0 | ||||
3 | Do nothing | Same as the deterioration trans. probs. | 50 | 0 | 0 | ||||
Rehabilitation | 0.8 | 0.2 | 0 | 0 | 0 | 500 | 1’000 | 40 | |
Replacement | 1 | 0 | 0 | 0 | 0 | 3’500 | 3’000 | 10 | |
4 | Do nothing | Same as the deterioration trans. probs. | 100 | 100 | 50 | ||||
Rehabilitation | 0.75 | 0.25 | 0 | 0 | 0 | 550 | 1’100 | 45 | |
Replacement | 1 | 0 | 0 | 0 | 0 | 3’500 | 3’000 | 10 | |
5 | Do nothing | Same as the deterioration trans. probs. | 500 | 500 | 100 | ||||
Rehabilitation | 0.6 | 0.4 | 0 | 0 | 0 | 750 | 1500 | 75 | |
Replacement | 1 | 0 | 0 | 0 | 0 | 3’500 | 3’000 | 10 |
Questions?
Hamed Mehranfar
Doctoral student
hmehranfar@ethz.ch
ETH Zürich
Institute of Construction and Infrastructure Management (IBI)
Chair of Infrastructure Management
HIL G 32.2, Stefano-Franscini-Platz 5
8093 Zürich