Page 365 - 360.revista de Alta Velocidad - Nº 5
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A railway culvert maintenance management approach based on risk assessment techniques




                       The total economic impact is divided into the direct economic impact associated with
                   the repair / rehabilitation costs directly attributable to the competent administration
                   (representing on average 69% of the total economic impact) and the associated indirect
                   economic impact to the costs derived from the traffic disruption on the roadway and various
                   compensation costs, which are held by society (31% of the total). On the other hand, for the
                   purposes of the present study only the indicators of impact and economic risk are shown
                   since the impact and personal risk on the users of the road is assessed only in qualitative
                   terms.
                   Notice that probabilities and consequences values must be converted to qualitative scales
                   so that the qualitative assessed risk level can be obtained. A scale of 5 risk categories
                   defined by annual probability of failure and economic impact ranges (R1 to R5, where R1
                   is the highest level of risk) based on recommendations of other authors (Roads and Traffic
                   Authority, 2010) has been established. Applying this rating scale, less than 1% of evaluated
                   assets are in the R1 category, whereas in the majority of the studied cases (41%) the risk
                   level fits in the lowest category (R5).
                   The failure mechanism presenting the highest risk is the structural collapse of the culvert
                   barrel (directly related to the general deterioration condition observed inside the culvert
                   barrel) and erosion caused by overtopping flows (due to partial or total blockage / insufficient
                   hydraulic capacity during peak flows). Since many of culverts studied are above twenty five
                   years age and the impact caused by the structural collapse of the culvert barrel implies
                   the total cut of service in the roadway and the complete restitution of the culvert, the
                   incidence level on the total risk in this failure mechanism remains high.
                   On the other hand, the most common pathologies affecting culverts have been identified.
                   Each  of  these  pathologies  affects  one  or  more  failure  mechanisms,  depending  on  their
                   nature.  The  need  to  extract  these  risk  factors  from  the  final  diagnosis  is  because  they
                   represent the most reliable indicator when planning preventive repair and / or replacement
                   actions based on the preliminary diagnosis results. As shown in Table 2, the risk factor that
                   has the highest percentage of incidence on total risk is that related to the hydraulic capacity
                   of the culvert. This average value includes the cases where the culvert does not present any
                   specific pathology, so the remaining risk (100%) is due to the residual probability associated
                   with failure mechanisms triggered by rainfall events. In order of relevance, the pathologies
                   associated with the structural deterioration of the culvert barrels and headwalls at inlet or
                   outlets, partial or total blockage of the culvert barrel and undermining at inlet/outlet are
                   highlighted.


                   4.     Conclusions and further implementation

                   In this section the potential of the culvert risk assessment methodology applied in the
                   development of systems of investments prioritization in the maintenance of this type of
                   structures has been discussed.

                   Once the preliminary diagnosis of the set of assets studied has been obtained, the following
                   level  of  development  of  the  methodology  is  presented:  the  analysis  of  investments
                   in maintenance and its prioritization based on risk reduction criteria.   The selected
                   rehabilitation measurements or remedial works in a particular culvert will be determined
                   in  the  first  place  for  operational  restrictions  (the  rehabilitation  techniques  depend,  in
                   most cases, on the cross section typology, shape and material of the culvert barrel) and
                   in the second place for the study of the risk factor currently operating on the asset.
                   The cost of remedial works is determined according to the characteristics of the culvert
                   (general field measurements) while the repercussion in terms of risk reduction per year, is
                   evaluated considering the specific impact of every rehabilitation measurement in the global


                   International Congress on High-speed Rail: Technologies and Long Term Impacts - Ciudad Real (Spain) - 25th anniversary Madrid-Sevilla corridor  363
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