|
|
Crossroad III/42510, III/39528, III/41619 - Study
Žůrek, Jakub ; Jakl, Tomáš (referee) ; Radimský, Michal (advisor)
The subject of this bachelor thesis is a technical study focusing on an adjustment of the four-legged intersection of roads III/42510, III/39528 and III/41619. The intersection is located between villages Ledce u Židlochovic and Hrušovany u Brna and is an important connection of forementioned roads. The reason of this study is a poor road condition, poor traffic markings condition and relatively high traffic accident rate. After measuring and processing traffic data it has been found, that the intersection doesn’t provide sufficient traffic flow for maximum potential traffic rates. Three versions focusing on safety and increasing maximum potential traffic flow were designed and the most optimal one was chosen.
|
|
|
Crossroad I/35 x III/4868 - Střítež nad Bečvou
Klemšová, Marie ; Smolka, Zdeněk (referee) ; Radimský, Michal (advisor)
The subject of this thesis is technical study focusing on adjusment of intersection of roads I/35 and III/4868. Intersection is located near the village Střítež nad Bečvou, between the towns of Valašské Meziříčí and Zubří in the Zlín Region. The reason of this study is the unsatisfactory condition of the intersection, near which there is a dangerous railway crossing. Using a traffic survey and analysis of capacity, it was found that the intersection is insufficient in terms of capacity. Four versions are processed, which propose different solutions.
|
|
|
Crossroad III/42510, III/39528, III/41619 - Study
Žůrek, Jakub ; Jakl, Tomáš (referee) ; Radimský, Michal (advisor)
The subject of this bachelor thesis is a technical study focusing on an adjustment of the four-legged intersection of roads III/42510, III/39528 and III/41619. The intersection is located between villages Ledce u Židlochovic and Hrušovany u Brna and is an important connection of forementioned roads. The reason of this study is a poor road condition, poor traffic markings condition and relatively high traffic accident rate. After measuring and processing traffic data it has been found, that the intersection doesn’t provide sufficient traffic flow for maximum potential traffic rates. Three versions focusing on safety and increasing maximum potential traffic flow were designed and the most optimal one was chosen.
|
guest ::
