This paper shows the possibility that a part of the existing narrow track of Banovići mines 760 mm wideand with the design and part of the new track Banovići - Zlača is used for the tourist track. The projectsolution is planning a two-phase tourist track, phase I of Banovići-Mačkovac phase II, Mačkovac-Zlača, with a total length of 10,601 m.The fact that there is a significant fundraising of mining and railway rarity and the noteworthy worldtendency for them to create a perspective for the development of railway tourism is the motive for theever-present history of mining and railroads in these areas, even after the need for transporting trenchcoals. Realization of this project opens up the possibility of recruiting a new number of employees andutilizing the capacity of the Zlača Hotel or the tourist-catering complex, which is considered one of themost attractive tourist destinations in the canton and in the country.Starting from a series of comparativeadvantages, such as the existence of a complete railway track infrastructure, with parochial locomotivesthat are world rarity and unity, and which should be particularly emphasized, are still in function.

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SUMMARYThe main objective of this study was to review the methods used in the process of selecting the optimal route of the highway, the way in which these methods are used, highlighting the advantages and disadvantages of each method, and comparing the particular case make the favored one of the offered methods. In addition to mutual comparison criteria optimization work are detailed methods and presents a concrete example, which can be very useful to researchers in this field.Comparison of the already complex valuation methods with a large number of influential factors is a particular challenge to the author. It is extremely difficult to make a comparison method which the authors used a completely different mathematical approach. Some of the criteria optimization are incurred in order to concrete problems (air transport of passengers, the annual prediction of accidents, etc.) and as such are not primarily been designed for the selection of the optimal route of the highway.After much thought and research criteria optimization, this paper applied the mathematical approach in comparison method, as follows: Spearman's and Pearson's correlation coefficient and Kendall's coefficient of correlation.

When building new roads in BiH, reconstruction or rehabilitation of existing roads, construction or replacement of asphalt layers is a mandatory part of construction works. The lifespan of the entire pavement structure depends on the quality of the final asphalt layers of the pavement structure. One of the most significant characteristics of the asphalt mixture during installation is the temperature of the asphalt mixture. Legislation, ie technical conditions, define the minimum temperature of the asphalt mixture as well as the limit air temperature during the installation of asphalt, but special emphasis is given to the optimal temperature of the asphalt mixture. The optimal temperature of the asphalt mixture in this paper was analyzed through the compaction property of the asphalt mixture. Thus, working on several specific examples, observes the optimal temperature of the asphalt mixture so as to obtain the best possible compaction of the installed asphalt. During the research, a number of other data that are important for the research were measured, such as the number of roller crossings, the weight of the rollers, the air temperature, etc.

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