National Repository of Grey Literature 3 records found  Search took 0.01 seconds. 
Crossroad Hlavní třída a Slezská street in Frýdek-Místek - study
Sláviková, Ľubica ; Polesná, Kateřina Mičová (referee) ; Radimský, Michal (advisor)
The subject of this diploma thesis is variant design of adaptation of T- intersection to crossroad at Frýdek-Místek. At first, there was made traffic forecast of generated traffic from regional planning. After that, there were made traffic forecast from relocation of road II/477. Then for every traffic forecast there were made two more variants of designs. The first variant is designed by one lane roundabout and signal-controlled intersection with signal timing plan. The second and the third variant are designed by turbo roundabout and signal-controlled intersection with signal timing plan. All variants have their own capacity analysis.
Crossroad I/38 X II/408 near Znojmo - Study
Becková, Lucie ; Jakl, Tomáš (referee) ; Radimský, Michal (advisor)
The subject of this diploma thesis is to create a study of a junction of roads I/38 and II/408 located in an unincorporated area near Znojmo town. Out of the total of three proposed variants, the first replaces the existing condition with a circular intersection, and the remaining two variants offer a grade-separated junction solution. The proposed solutions eliminates possible collision situations and replaces the existing intersection, which in its current disposition does not comply with trafic safety regulations.
Crossroad Hlavní třída a Slezská street in Frýdek-Místek - study
Sláviková, Ľubica ; Polesná, Kateřina Mičová (referee) ; Radimský, Michal (advisor)
The subject of this diploma thesis is variant design of adaptation of T- intersection to crossroad at Frýdek-Místek. At first, there was made traffic forecast of generated traffic from regional planning. After that, there were made traffic forecast from relocation of road II/477. Then for every traffic forecast there were made two more variants of designs. The first variant is designed by one lane roundabout and signal-controlled intersection with signal timing plan. The second and the third variant are designed by turbo roundabout and signal-controlled intersection with signal timing plan. All variants have their own capacity analysis.

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