Quality Control Plans for Girder and Frame Bridges
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Détails bibliographiques
| Auteur(s): |
Poul Linneberg
(Quality Control Plans (QPCs) should define at which interval the quality controls are necessary and for which conditions more detailed investigations or corrective actions are necessary.)
Snežana Mašović (Quality Control Plans (QPCs) should define at which interval the quality controls are necessary and for which conditions more detailed investigations or corrective actions are necessary.) Rade Hajdin |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017 | ||||
| Publié dans: | IABSE Symposium Vancouver 2017 | ||||
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| Page(s): | 2659-2666 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2017 | ||||
| DOI: | 10.2749/vancouver.2017.2659 | ||||
| Abstrait: |
Infrastructure managers works every day according to some kind of Quality Control Plan (QCP) in order to ensure a desired quality with minimum traffic interruption balancing cost, risks (implicit or explicit) and performance. These QCPs varies significantly among European countries, which urges the establishment of a common European guideline. COST TU1406 Working Group 3 has the aim of providing a detailed explanation of the steps towards the establishment of a QCP. The approach is generic and evaluates performance values with due attention to: 1) Structure and its constitutive element incl. background material such as birth certificates, 2) Time-dependent Performance Indicators (PI) from observations (e.g. spalling) with due reference to the underlying deterioration processes (e.g. alkali-silica reaction) and 3) Related Key Performance Indicators (KPI) based on the Dutch risk-driven maintenance concept RAMSSHE€P [1]. This paper outlines QCP's for concrete girder and frame bridges. |
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