This paper deals with the issue of macroeconomic evaluation of projects regarding the construction of traffic infrastructure and equipment. The objective of traffic infrastructure projects is to ensure the improvement of public welfare and decrease the negative impacts on the environment. Individual projects must be developed properly therefore the particular elements need to be analyzed in detail. In the paper, the evaluation of projects is made on the basis of comparing the costs on construction of the traffic infrastructure with benefits which the construction will bring, i.e. the macroeconomic aspects within the decision-making process regarding the investments need to be quantified on the basis of Cost – Benefit analysis

This paper presents a method for optimising freight traffic procedures on the border between Slovakia (European Union) and Ukraine. In Eastern Europe a considerable volume of goods is usually carried by rail. On the Ukrainian side there is the Chop railway station, the largest entry/exit rail point and on the Slovakian side there is the Čierna nad Tisou railway station. The latter station is on the TEN-T as part of the Rhine-Danube Core Network Corridor. Total railway freight between Slovakia and Ukraine makes around 16 million tonnes per year, which amounts to about 40 % of the entire railway freight transport in Slovakia. The most frequently transported goods are iron, coal and metal. Around 247,000 freight cars are used for transport between Slovakia and Ukraine every year. The most important organisational aspect of transport in this case is the existence of two different procedures. In Slovakia, transport is organised according to the Convention concerning International Carriage by Rail (COTIF), and in Ukraine, transport is organised according to the Agreement on International Goods Transport by Rail (SMGS). Today all procedures are completely manual. This means that transport documentation is rewritten from SMGS to COTIF, or vice versa. This process is very labour-intensive and time-consuming. Following an analysis we performed a case study using the critical path method (CPM) for optimisation of the technological process for transport methodology at the Čierna nad Tisou railway station and we proposed a method for electronic data exchange between the rail and customs authorities of Slovakia and Ukraine. The research optimised organisational procedures by using the critical path method (CPM) and introducing electronic data exchange to cut down the whole process by 170 min or 66.7 % of the total time spent at the border station. Railway freight transport has a very important role in Eastern Europe, but also in the European Union (EU), so to enable seamless connections there is a need to cut down the time that the freight/wagons spend at the border station. To meet the future demand for transport between the East and West there is a need to introduce electronic data exchange between COTIF and SMGS to achieve a quicker and easier use of freight railways for transport of goods.

Transport volume in the Slovak Republic is growing continuously every year. This rising trend is influenced by the development of car industry and its suppliers. Slovak republic has also a geographic strategy position in middle Europe from the side of transport corridors (east-west and north-south). The development of transport volume in freight transport depends on the transport and business processes between the European Union and China and it is an opportunity for Slovak republic to obtain transit transport flows.In the Slovak Republic, road transport has a dominant position in the transport market. The volume of road transport has gradually increased over the past years. The increase of road transport is reflected on the highways and speed roads in regions which have higher economic potential. The increase of rail transport as seen on the main rail corridors is not as significant as in road transport. Trade globalization also has an influence on the increase of transport volume in intermodal transport. Predicted increase in transport volume for this transport mode is from 2,3 mil ton per year at present to 8 mil ton in the year 2020. Selection of transport mode and carrier is an important aspect for logistic management, because companies (customers) want to reduce the number of carriers which they trade and they create the system of several key carriers. Bigger transport volume and more qualitative transport service give a possibility to reduce transport costs. This trend is positive for carriers too, because the carriers can focus only on the selected customers and provide more qualitative services.The paper is focused on the selection of transport mode based on the proposed methodology. The aims of the paper are, definition of criteria which directly influence the selection of transport modes, determination of criteria based on the subjectively methods, creation of process for the selection of transport modes and practical application of proposed methodology.

The article deals with the proposal of methodology for measuring the customer satisfaction with the logistics services. The methodology reflects mostly the subjective quality evaluation which is based on the directly and indirectly measurable characteristics. Researched characteristics result from the customer feelings, wishes, requirements and the experiences of experts which studied the answers from the questionnaire survey. Answers from the questionnaire survey evaluate the quality of logistics services and the importance of evaluation criteria. Objective quality evaluation is verified by the methods for measuring the customer satisfaction. These methods for determining the weights of selected criteria ware verified on the basis of proposed flowchart as well.

The paper describes UIC methodology and a technique used by Slovakian infrastructure managers for estimating railway capacity and proposes a new approach to evaluating the capacity consumption of a track line (occupation time) based on the graphic approach. The new methodology concerns for the assessment of infrastructure occupation time and is a conceptual framework developed by the authors for an easier evaluation of occupation time in the train traffic diagram.