National Repository of Grey Literature 4 records found  Search took 0.01 seconds. 
Comparison Crossing to Roundabout in Soběslav - Tyršova
Hapl, Michal ; Apeltauer, Jiří (referee) ; Holcner, Petr (advisor)
The bachelor thesis is focused on conversion T intersection Tyršova in Soběslav. Conversion is necessary because of the construction IV. Transit corridor, which route is interrupted road II/135.The design is made in two versions, four-arm intersection and roundabout. The main traffic flow is road II/135 connecting road I/3 and motorway. Both versions are compared in terms of technical design, capacity and traffic flow. As a base I used nationwide traffic counts complemented by personal counting aimed at directional passes and map data.
Relocation of the road I/43 near Skalice, Lysice, Bořitov in the Route D43
Hapl, Michal ; Smítal, Petr (referee) ; Holcner, Petr (advisor)
THE TOPIC OF THE MASTER`S THESIS IS TO VALORIZE CURRENT STATE OF THE ROAD I/43 BETWEEN SKALICE NAD SVITAVOU AND BOŘITOV, TO LOCATE IMPERFECTIONS ON THIS SECTION AND TO FIND SUITABLE VARIANT OF REROUTING ROAD ON PLANNED HIGHWAY ROUTE D43. SOLUTION INCLUDES CONNECTIONS TO THE EXISTING ROAD NETWORK AND REROUTING CROSSED ROADS.
Relocation of the road I/43 near Skalice, Lysice, Bořitov in the Route D43
Hapl, Michal ; Smítal, Petr (referee) ; Holcner, Petr (advisor)
THE TOPIC OF THE MASTER`S THESIS IS TO VALORIZE CURRENT STATE OF THE ROAD I/43 BETWEEN SKALICE NAD SVITAVOU AND BOŘITOV, TO LOCATE IMPERFECTIONS ON THIS SECTION AND TO FIND SUITABLE VARIANT OF REROUTING ROAD ON PLANNED HIGHWAY ROUTE D43. SOLUTION INCLUDES CONNECTIONS TO THE EXISTING ROAD NETWORK AND REROUTING CROSSED ROADS.
Comparison Crossing to Roundabout in Soběslav - Tyršova
Hapl, Michal ; Apeltauer, Jiří (referee) ; Holcner, Petr (advisor)
The bachelor thesis is focused on conversion T intersection Tyršova in Soběslav. Conversion is necessary because of the construction IV. Transit corridor, which route is interrupted road II/135.The design is made in two versions, four-arm intersection and roundabout. The main traffic flow is road II/135 connecting road I/3 and motorway. Both versions are compared in terms of technical design, capacity and traffic flow. As a base I used nationwide traffic counts complemented by personal counting aimed at directional passes and map data.

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