Summary: This master's thesis focuses on the actualization and compiling of a detailed engineering geological map in scale 1 : 5 000. The thesis deals with the area defined by four points in the coordinate system JTSK - Křovák: : x1= -749 300, y1= -1 043 400; x2= -745 900, y2= -1 043 400; x3= -749 300, y3= -1 044 500; x4= -745 900, y4= -1 044 500. In the first background research part, the geomorphologic, climatic, geologic, hydrogeological and geodynamic conditions of the mapped area are presented. The second practical part of the thesis consists of four major parts: the engineering geological conditions map, the height of recent sediments map, the hydrogeological map and the map of documentation points. Further, the master's thesis contains geological cross-section. The actualization of engineering geological condition map provides new information about recent sedimentation areas and anthropogenic sediments, especially about landfills and landslides.

Summary: This master's thesis focuses on the actualization and compiling of a detailed engineering geological map in scale 1 : 5 000. The thesis deals with the area defined by four points in the coordinate system JTSK - Křovák: : x1= -749 300, y1= -1 043 400; x2= -745 900, y2= -1 043 400; x3= -749 300, y3= -1 044 500; x4= -745 900, y4= -1 044 500. In the first background research part, the geomorphologic, climatic, geologic, hydrogeological and geodynamic conditions of the mapped area are presented. The second practical part of the thesis consists of four major parts: the engineering geological conditions map, the height of recent sediments map, the hydrogeological map and the map of documentation points. Further, the master's thesis contains geological cross-section. The actualization of engineering geological condition map provides new information about recent sedimentation areas and anthropogenic sediments, especially about landfills and landslides.

The thesis deals with a design of a highway bridge with multiple spans. The bridge is constructed for highway D1 and goes across the river Bečva close to the city Přerov. Two different solutions were carried out from which a solution with subsequently prestressed box girder was chosen. Static model and load actions were modelled in program Scia Engineer 2016.0. Design checks were done manually according to corresponding Eurocodes. Load actions from wind, uneven support settling and horizontal actions from transit were neglecte.

This thesis deals with bridging of a lowland valley and the creek Dolanský in the section Jánovce – Jablonov on the Slovak motorway D1. Four variants of the bridge have been developed. Subsequently prestressed single box gilder with large overhangs that are supported by precast struts was selected as the most suitable variant. The construction of the bridge will take place in a formwork suspended on overhead launching scaffolding. The static assessment according to the Europan standard has been drawn up for this variant. The load of the bridge is projected according to the ČSN EN 1991-2 - Traffic loads on bridges and the dimensoin of concrete structures according to the ČSN EN 1992-2 - Concrete bridges - Design and detailing rules. The calculation of load is done using computer software SCIA Engineer 10.1 and Midas Civil.

The subject of this thesis is the design and assessment of the bridge construction across the deep valley on highway traffic. From three variants, which were compared to each other, was the most suitable further examined. The solved structure is made of post-tensioned concrete, and is formed with cell box girder with transverse overhangs, which are supported by prefabricated struts over the length of the bridge. The load was considered by the European Standard EN 1991-2 - Traffic loads on bridges and dimensioning according to EN 1992-2-Design of concrete structures - Concrete bridges - Design and detailing rules.