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Trafikverket (The Swedish Transport Administration) has been criticized for not systematically following up their productivity. This report is an initial study of the possibility to report productivity regarding maintenance on an aggregate level. The
study builds on the Swedish Road Administration´s own databases VERA, Agresso, and the project leaders' own data.

Three contracts have been studied in detail to assure that the cost data is consistent between VERA/Agresso and the project leader’s own data. The picture that emerges is that the cost data from VERA is of good quality for the three projects. This means that data from the project leader is consistent with data from VERA. Minor deviations between the data sources are due to a vague definition of maintenance in the VERA coding. This needs to be clarified before going further with the VERA data. VERA is now discontinued in favor of Agresso, which means that VERA can only be used for describing productivity up to 2009. The quality assurance of cost data from Agresso has
not been able to be done in the same extent.

Studies of productivity need to be controlled concerning the quality of the service delivered. A maintenance contract with a lower cost per kilometer is not necessarily better than a contract with a higher cost if the latter has a much higher quality of the service provided. A first step in controlling this is to separately disclose both winter maintenance and additional orders. More research needs to be undertaken in order to
control the quality in maintenance contracts.

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Research area

Transport economics

  • Published: 2012-03-19
  • VTI-code: N11-2012

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The Government has commissioned VTI to analyze to what extent the proposed TEN-T corridors are consistent with the Swedish foreign trade flows and needs of the Swedish industry.
The suggested guidelines for the proposed Trans European Network – Transport (TEN-T) comprise two levels: a comprehensive-network and a core network. The purpose of the networks is amongst others to offer infrastructure services that support user needs, are efficient, safe and sustainable, support the introduction of new technologies and bring Europe together.
VTI has carried out the project by compiling foreign trade statistics and the transport flows generated by the foreign trade as well as transport forecasts that have been carried out for Sweden and the Baltic Sea region. Furthermore, companies with large export and/or import flows have been interviewed about their views on the TEN-T proposal. VTI has also used the referral responses that the Ministry of Enterprise, Energy and Communications received regarding the TEN-T proposal.
According to the analyses performed in the project, the majority of Swedish freight is transported on the TEN-T network. The flows through Sweden continue to follow largely the six freight corridors that the Freight Transport Delegation (Godstransport¬delegationen) identified in 2001. These corridors comprise about two-thirds of the Swedish freight transport and correspond well to the Swedish TEN-T network.
According to the interviews that have been carried out, the TEN-T proposal is apprecia¬ted by shippers, forwarders and carriers who believe that a concentrated effort on the main corridors is needed. However, shippers would like to be able to choose between alternative transport chains and routes, due to vulnerability and competition aspects. The industry representatives also emphasize that the quality of the infrastructure outside the corridors should not decrease. They express the need for good connections to the TEN-T network at national and international level.
The interviewed companies also mentioned the need to upgrade the rail tracks west of Lake Vänern and the need to improve the hinterland connections to the ports that the respective companies use.
Despite growing markets in Eastern Europe and Russia in the long term, the interviewed companies do not explicitly ask for more port capacity and land connections in Southeast Sweden. Three industry representatives mention the possibility of using the Trans-Siberian railway for transports to/from Asia either via a hub in Germany, via a ferry service to/from Karlshamn/Karlskrona-Klaipeda or via Narvik in Northern Sweden and Russia.
One corridor that is part of the TEN-T proposal but not requested explicitly by the industry representatives we have talked to is the North Bothnia Line (Norrbotniabanan). This line does not serve a demand today but can contribute to strengthen the northern region and may eventually be used for freight transports to/from Finland.
Another aspect that trade and industry highlight is that the TEN-T corridors mainly relate to the rail and road infrastructure and that sea transports are not integrated equally clear.
Another viewpoint is that the projects in the core network proposed by the European Union (EU) are mainly rail investments. The representatives stress also that the quality of road transport infrastructure has to be maintained.
In our interviews it became clear that the standard requirements proposed in the TEN-T guidelines facilitate the transports for trade and industry. The shippers are interested in efficient transports but do not have specific comments on how the infrastructure holders make sure that the TEN-T’s technical requirements are assured or what various measurements to assure them cost.
An interesting observation is that there are similar requests for maximum vehicle weight standards for road transports as for rail transports. These standards are though not specified in the TEN-T proposal.
Given that the funding of the core network part is a common concern within the EU, we emphasize the importance of socio-economic profitability in the selection of infrastructure projects and that projects are monitored systematically. It should also be analyzed how the proposed platforms influence the Swedish infrastructure planning process.

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Research area

Transport economics

  • Published: 2012-03-13
  • VTI-code: N10-2012

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It is possible to enhance the cost effectiveness of infrastructure investments in the public sector. In this VTI report it is also stated that the costs for implementing a system which would facilitate the identification of successes and failures are very small. The paper is based on experiences from a research project sponsored by the Swedish Competition Authority. The focus is on cost comparisons throughout investment projects’ life cycle. The cycle starts with the government’s long-term investment program; then follows the (annual) decision by the parliament to allocate appropriations for projects, based on this program; in the next step, and after having tendered construction, a contract is signed with an entrepreneur; and finally the cost realization as registered in the accounting system provides the bottom line cost. It is demonstrated that it is not feasible to track costs through this life cycle, i.e. to compare costs in the early phases with the final costs. Alternative hypotheses which would explain the logic behind the impossibility of follow-ups are suggested. Irrespective of motive, the situation means that the government’s possibility to control the agencies with responsibility for implementing major projects is jeopardized.

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Research area

Transport economics

  • Published: 2012-02-23
  • VTI-code: N7-2012

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The EU Directive 91/440 has the goal to facilitate the adjustment of the railways to the requirements of the market and to improve effectiveness of the railways. The EU-member states implement the measures agreed on at different points of time rates and partly in different ways. Sweden, Germany, Great Britain and The Netherlands were among the first countries that deregulated their rail freight markets in the mid of the 1990s, in 2007 the international rail freight market within the EU was deregulated. The rail passenger transport markets are deregulated according to another time table.

This project addresses rail freight. Given that all EU-member states have committed themselves to deregulate their rail markets both the Swedish and the European perspectives are covered. The Swedish market is analyzed by evaluating research and investigation reports, official transports statistics, the annual reports of the rail operators and interviews with operators, shippers, agencies etc. The more limited review for the three other countries is based solely on literature reviews and analysis of statistics.

Sweden
Deregulation takes time, 15 years after deregulation in Sweden there are 15 operators on the rail freight market. There have been about 20 entries into the market and about 20 exits from the market. One aspect that is specific to Sweden is that the state mining company LKAB formed the subsidiary MTAB in 1996 for transporting iron ore on the rail track in the north of the country.

From about 2004, the market has become more international. Two privately owned Norwegian operators (Hector Rail and Rail Peterson) and an operator now owned by the Italian State Railways (TX Logistics) have entered the Swedish market. Between 2005 and 2010 the Swedish incumbent Green Cargo and the Norwegian State Railways jointly owned CargoNet (operator for combined rail road transport). Green Cargo and the German State Railways jointly own DB Schenker Rail Scandinavia.

The market is still dominated by the incumbents who are successor to the Swedish State Railways (SJ) or linked to the successor: Green Cargo, TGOJ (Green Cargo’s daughter company), CargoNet and DB Schenker Rail Scandinavia. These traditional operators produced in 2010 72% of all rail tonne-km, MTAB 16%, the four other operators with more than 20 employees (Hector Rail, TX Logistik, Peterson Rail and Tågåkeriet i Bergslagen) had 11% and the five operators with fewer than 20 employees 1%.

The market has been affected positively, although there are not several equal players. Threatening competition has contributed to improved efficiency and innovations. We do not share the assessment made by the Swedish Transport Agency that there is no effective competition on the Swedish rail freight market.

It is necessary to analyze trends in various submarkets. The newly established operators run exclusively combined (rail road) transports and system transports, which means that they run separated flows with a relatively low risk level. In 2010, the other operators had nearly one third of the traditional operators' volume in the submarket for combined and system transports excl. iron ore transports.

Green Cargo is the only wagon load operator. Green Cargo’s monopoly can be explained by the fact that the wagon load market requires a large cohesive network. Wagonload has decreased its share of the total Swedish rail freight market from 44% (1997) to 28% (2010).

Cost efficiency has increased; the rail freight operators produce more tonne-km with fewer employees and fewer wagons. Innovations have been realised both when it comes to transport solutions (i.e. cross-border trains operated by one operator) and rolling stock (more effective locomotives).

The fact that rail freight has become more competitive cannot solely be explained by the deregulation of the market, but deregulation has likely contributed to the largely positive development.

The profitability of the rail industry has been low; which may prevent new operators from entering the market. Solidity was lower for the newly established operators than for the incumbents and MTAB; which may indicate that the newly established operators are more vulnerable.

There are no major barriers to competition on the Swedish rail freight market. One problem that arises when a monopoly is terminated is the role of the state as owner of facilities. This is particularly true for the access to common functions and facilities in the terminals and marshaling yards. There is a need for further research and investigations in this field, also in relation to infrastructure planning.

Several obstacles are related to cross-border transports, such as interoperability, additional costs for locomotives that can be used in countries with different electricity- and signal systems, the approval of certificates outside the home country and driving and rest times for train drivers.

Questions related to track user charges, track capacity etc. are related to the internalization of the external costs and infrastructure policy. These are no specific barriers to the competition between rail freight operators.

Europe
The general analysis at the European level shows that rail tonne-km have increased more in Germany, Great Britain and The Netherlands than in the EU15 between 1995 and 2008. The relative growth in Sweden was lower than in the EU15; this might be explained by the fact that Sweden has high rail share, about twice the share for EU15 in 1995.

Despite the different conditions in terms of geographic location and size of the country, industrial structure, importance of the competing modes etc. there are similarities between the four countries. The market share of largest operator lies between 56% in Great Britain and 78% in Germany. The largest operator has 75% in The Netherlands and the “Green Cargo concern” comprising Green Cargo, TGOJ, CargoNet and DB Schenker Rail Scandinavia 76% has in Sweden.

Also in the other three countries the newly established operators compete in the sub-markets for combined transports and system transports that are easiest to implement and have the highest profitability.

In Great Britain there is no wagon load system anymore. In Sweden and Germany, where the sub-market for wagon load makes up about 30% resp. 40% of the market, the incumbents are the only wagon load operators.

More than a wagonload system does not seem to be profitable; this is the case on the Swedish market, the five times larger German market and possibly also on the European market.

In addition to the above mentioned barriers for international rail transports there are problems related to permits and rolling stock for some commodities in Germany. Most barriers on the German market are linked to the availability and pricing of the rail infrastructure and electricity. There is a potential for discrimination as infrastructure holder and operator belong to the same holding company. Many of the competition barriers in Germany do not exist in the other three countries that have legally, organizationally and institutionally independent infrastructure holders. In these countries issues related to the access to facilities in terminals and the connecting infrastructure and marshaling services etc. remain.

Development in other parts of the EU influences the development in Sweden. Within the rail freight sector an extensive consolidation has taken place and takes place. Private and state owned rail operators are active in several countries. This is also true for Sweden.

It is necessary to follow up the development on the rail freight market and in Sweden and Europe and, if necessary, implement to measures to avoid jeopardizing the hitherto positive development that has led to more cost effective and innovative rail freight transports.

Follow-up studies should not be limited to competition between rail operators but also include conditions on the market

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Research area

Transport economics

  • Published: 2012-02-15
  • VTI-code: R741

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Using observed costs for operation and maintenance of the Swedish national road network, together with information about the amount of traffic and a description about the road network for the period 2004–2009 cost functions are estimated. From these functions cost elasticity is derived and marginal costs are computed. The results of the estimations from these years are in this study compared to analyses of a similar but older dataset covering the years 1998–2002. The results are reasonably consistent in some cases while in other cases differences are found between the two datasets. Given the limited amount of empirical results about these issues, the differences are not strikingly large. No obvious contradictions between analyses based on the older and newer dataset are found. Our view is that results from the two datasets in some sense confirm each other, although more data is required to establish more precise estimates of cost elasticity and marginal costs. From the analyses performed in this study the marginal costs can be estimated within an interval corresponding to 5–30 percent of the average costs.

Our estimates show that marginal costs for operation and maintenance of the national road network are lower than the average costs (all elasticity is in the range 0.31–0.85). The cost increase in paved road maintenance resulting from an extra truck kilometer is about
0.21–0.32 Swedish crowns. For gravel roads the corresponding marginal cost is about
1.65–2.72 Swedish crowns. For operation measures the marginal cost is 0 Swedish crowns on paved roads and 0.15–0.24 Swedish crowns per vehicle kilometer on gravel roads. The per vehicle kilometer cost for winter maintenance is estimated to 0.01–0.02 Swedish crowns.

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Research area

Transport economics
Infrastructure maintenance

  • Published: 2012-01-25
  • VTI-code: N29-2011

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A Memorandum has been elaborated following a commission by the Swedish Ministry of Enterprise, Energy and Communications. The Memorandum should primarily serve for preparations for the 2012 Summit of the OECD’s International Transport Forum in Leipzig, Germany.

The first section of this memorandum lists organizations, stakeholders, on-going projects etc. It is not intended to be exhaustive in any way since it was not a part of the original commission. Rather it tries to catch on-going activities and projects that still have not reached the publication and outreach phase.

The second section contains the selected references. They are sorted according to the six issues suggested by the Ministry as starting points for discussions at the summit. It should be pointed out though, that several references address more than one of the issues. Borders may create technology barriers; technology improvements may improve supply chains etc.

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Research area

Transport system
Transport economics

  • Published: 2011-11-18
  • VTI-code: N26A-2011

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The Swedish diesel market is dominated by a fuel quality that differs in several aspects from the fuel quality that is used in the rest of Europe. The Swedish fuel quality was introduced in 1991 as a fuel designed to reduce both regulated and unregulated emissions compared to the standard European diesel. Since then the gap between Swedish fuel and the standard European fuel quality has diminished as the European diesel has improved. This study examines the remaining differences in exhaust emissions between the two fuel qualities, and values the difference in emissions using the official Swedish values for air pollutants in the transport sector.
Information on exhaust emissions from heavy duty diesel engines is taken from a literature study. The results show that the use of standard European diesel (EN590) instead of the Swedish fuel quality (MK1) gives rise to extra emissions of nitrogen oxides (NOx) to a value of 10–19 öre (1–2 eurocent) per liter diesel for heavy vehicles meeting Euro IV or V requirements. For vehicles meeting only Euro III requirements the extra emissions of nitrogen oxides are valued to 19–29 öre (2–3 eurocent) per liter diesel. EN590 also gives rise to more emissions of particulate matter (PM). The valuation of particulate matter depends on the size of the population living in the area where the vehicle is driven. For a heavy vehicle meeting Euro IV or V requirements driven in a small town like Laholm the extra emissions from EN590 is valued to a maximum of 5 öre (0,5 eurocent) while the extra emissions from the same vehicle driven in the inner city of Stockholm is valued up to 52 öre (5 eurocent) per liter diesel. For vehicles only meeting Euro III requirements the extra cost from EN590 is even larger.

Over time as old and dirty vehicles are replaced by new vehicles meeting harder emission requirements the advantage of MK1 over EN590 will diminish. For private cars the difference in emissions is also most probably smaller than between the heavy vehicles that are analyzed in this study due to lower emissions per liter diesel.

The tests used in the analysis are from the period 2003–2008 but the specification of MK1 has changed both in 2006 and 2011. The specification of MK1 is now closer to EN590 considering the distillation curve and density. New tests are needed to be able to conclude if this change in the specification of MK1 has had any effect on the emissions.

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Research area

Environment
Transport economics

  • Published: 2011-11-18
  • VTI-code: N28-2011

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open

Scarcity of railway capacity

Year:
2011
VTI-code:
N25-2011

Authors: Mats Andersson , Jan-Eric Nilsson

The use of market mechanisms for timetabling of trains is discussed in three different time perspectives in the report. Motives for charging for booking and de-registering trains in the upcoming time table is discussed, too. The point of departure is that a substantial number of trains in a timetable are never operated.
Three different time perspectives on the basic timetabling problem are discussed. The short term approach would be to use a bidding mechanism for solving remaining conflicts. It is suggested that a one shot, sealed bid second price procedure is developed. This means that bids from the two or more bidders for each conflict are submitted once and for all and that the highest bidder pays a price which equals the second highest bid. There are strong reasons to believe that this would work to guarantee a truth-revealing process resulting in an efficient allocation.
It is further recommended that posted prices for use of bottlenecks is developed in the medium term. In the long run, it is necessary to develop an optimization algorithm which is capable to solve the computationally challenging problem of establish a value maximizing solution to the allocation of competing demands for track access. As a complement, a mechanism for efficient bidding needs to be developed in order to provide incentives for operators to participate in the process with truth revealing bids.
The point of departure for the second document is that a substantial number of (freight) trains in a timetable are never operated. The reason may be that the service provider’s ex ante estimates of demand may turn out to be wrong, i.e. that actual demand is lower than the initial estimate. There is a simultaneous pressure for new slots which emerges after that a time table has been established. The document makes suggestions for a system of reservation charges and charges for cancelling trains on short notice.

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Research area

Transport economics
Planning and decision-making processes

  • Published: 2011-10-28
  • VTI-code: N25-2011

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It is worth aiming at the tendering process and the subsequent layout of the designer’s remuneration to contribute to life cycle cost minimization. This preliminary study gives some suggestions for policy improvements and recommends further development in order to better understand which contract designs best promote the minimization of life cycle costs for new infrastructure.
Costs for new roads and railways presently add up to more than SEK 20 billion per year (€2 billion). A project’s first step is a pre-study and the projecting is a further vital component of the process leading up to the actual construction. The purpose of projecting is to describe the way in which a project is to be built, the ultimate purpose being to establish a design which minimizes costs for procurer and society at large. Costs include both design expenses, construction costs as well as costs for future use of new road or railway, including not only maintenance but also user costs.
The purpose of the present report is to address the way in which projecting tenders may be designed: How can the tendering process and the subsequent layout of the designer’s remuneration be crafted in order to contribute to life cycle cost minimisation? The answer to this question is particularly pertinent in view of that the possibility to find cost minimizing solutions is larger in the early phases of the process when it is still feasible to adapt to the specific circumstances at each construction site.
The bulk of the report addresses projecting of investments contracted under the unit price format; this is by far the most common type of contract in use in Sweden. Under this regime, a designer is contracted separately from the tendering of the construction firm. The projecting tender is based on a description of the documents which are to be delivered. The bidder with the economically best submission is contracted, meaning that it is not only price but typically also quality aspects of the bids that are selected. Quality is defined in order to capture the respective bidders’ competence.
Two problems in the current way to tender projecting are identified. The first is that current payment mechanisms provide poor brakes on cost increases during the design process. In particular, a reference is made to a paragraph in the standard framework for this type of consulting contract which establishes that the consultant is entitled to being paid for actual time spent on the assignment irrespective of the maximum time in the initial contract. In addition, there is a risk for strategic bidding by way of unbalanced bids where a bidder makes the assessment that the principal has made a mistake in the assessment of time required to undertake a task. Moreover, bidders can speculate over the possibility of future additions to the original contract, opening up for bilateral negotiations and better (higher) prices than in the original contract.
The risk for strategic bidding means that the ultimate purpose of tendering – to select the most efficient bidder – is jeopardized and also that contracts get to be more costly than originally contracted. There is, however, scant empirical evidence on this matter. Information during the present study, however, points to that most design contracts turn out to be more costly than in the signed version and that cost overdrafts range from 25 up to 300 percent.
A second challenge is to identify a bid which combines price and quality. The tendering agency wishes to buy highly professional consultants but does not want to pay more than necessary for quality. A well prepared project design may contribute to a low cost for the subsequent construction project. But the more time spent to identify innovative solutions, the more costly will the design phase be. Today’s approach to identify quality includes promoting bidders with good training, much experience etc. These qualities do however not guarantee that the most innovative designers are hired. The conventional way of design tendering does therefore not promote creativity and the minimization of life cycle costs.
One policy change which may contribute to the handling of these problems is to avoid references to the standard contract design model. In particular it may be reason to pay for the “thinking about alternative approaches” in the design by a cost plus contract while the more mechanical production of drawings etc. is rewarded under a fixed price scheme.
A second recommendation is to deliberate further on the precise model to combine price and quality when the winning bid is to be identified. A reference about how this could be done is given.
A third possibility is to choose bidder based not only on the costs for preparing the design but also to include an estimate of the subsequent construction costs in the mechanism. The designer would therefore be paid not only for the drawings etc. which are prepared but also for any cost savings relative to an ex ante estimate. Likewise, the payment would include a deduction if subsequent costs turn out to be higher than anticipated. This creates incentives for the consultant to be involved also during construction and to try to find cost saving solutions during the whole process.
This study is preliminary in that the suggestions for policy improvements are still vague. It is therefore strongly recommended that further development shall be based on controlled experiments in order to better understand which contract designs best promote the minimization of life cycle costs for new infrastructure.

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Research area

Transport economics

  • Published: 2011-10-05
  • VTI-code: R728

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The purpose of this paper is to answer the question of whether train delays are a price-relevant marginal cost. The question has been raised by the Swedish infrastructure manager (Trafikverket) which is responsible for setting track access charges. The charging of track access fees is regulated in the Railway Act and consists mainly of marginal cost pricing and fees for cost recovery above marginal cost.

The main reason for charging track fees according to the marginal cost principle is to give economic incentive in order to influence the market agents to take these externalities into account in their decision-making. When an externality is correctly priced this externality is no longer “external” on behalf of the market agents and, in this way, economic efficiency is achieved through a decentralized decision-making.

In order for a certain cost to be price-relevant, with respect to the marginal cost pricing principle, it is required that there are some externalities involved and also that there is a relationship between cost and traffic volume.

Rail services are conducted according to a detailed timetable where each train is regulated geographically with minute precision. Delays primarily occur through an incident, such as infrastructure failure or breakdown of vehicles, leading one or more trains to deviate from the time table. Subsequently this initial delay is spread in the system through the interaction between trains that is built into the timetable.

The total extent of train delays is due to the following:
• Number of faults (primary causes of delays)
• Capacity of infrastructure (number of tracks and siding, signaling system)
• Timetable (number of trains, distance in time between trains in the same direction, meeting between trains in the opposite directions etc.)

In the short run the capacity of the infrastructure is fixed. Train delays can therefore be influenced by the number of faults occurred and by the construction of the timetable (which is crucial for the spread of the initial disturbances to other trains).

Recently a new track fee, called “quality fee”, has been introduced which is aimed at influencing the number of faults occurring, both on behalf of train operating companies and the infrastructure manager. The fee is initially set at a rather low level and may be raised in the future if it will be considered necessary.

The process of constructing the time table that will be valid a certain year starts almost two years ahead by the publishing of the network statement, including track access fees. Based on these fees and other information in this network statement, train operating companies apply for capacity. The infrastructure manager then coordinates between these different applications in order to produce a final, functional, time table.

The secondary delays are due to several parameters in the time table simultaneously; the number of trains, time margins, meeting between trains, time-distance between trains in the same direction, circulation plans of vehicle and staff etc. The utilization of capacity, which describes the relationship between the infrastructure and the time table, is the crucial factor in determination of the spread of delays and therefore the extent of total delays. In order to influence total delays it is therefore crucial to influence the utilization of capacity. This can partly be done with track access charges with respect to capacity but it has to be observed that this is not a pricing of delays but instead a pricing of the underlying circumstances of total delays.

When establishing the final time table, the infrastructure manager also “decides” on total delays, since the latter is a function of the time table, given the infrastructure capacity. Since train delays are a large and increasing problem, it seems that this problem is not taken account of in a sufficient way

To summarize, our conclusion is that train delays are not a price-relevant marginal cost and therefore should not be included in the track fees based on marginal costs. This is mainly due to the fact that the secondary delays at a particular point in time depend on the construction of the timetable in effect at the same time. In addition, the extent to which delays are external a certain year depends on the market structure in this year, that is how many train operating companies are involved, which varies both geographically and over time.

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Research area

Traffic analysis
Transport economics

  • Published: 2011-09-19
  • VTI-code: N22-2011

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