Detail design for construction of E60 HIGHWAY ROUTE

KHEVI-UBISA-SHORAPANI-ARGVETA SECTION

Specific objectives of the new highway are improving speed and capacity on the route and the reduction of the environment pollution.

The project concerns the deck design of six steel concrete composite bridges.

Detail design for construction of E60 HIGHWAY ROUTE

KHEVI-UBISA-SHORAPANI-ARGVETA SECTION

Specific objectives of the new highway are improving speed and capacity on the route and the reduction of the environment pollution.

The project concerns the deck design of six steel concrete composite bridges.

Bridge 3101 (1AT) at km 1+257

Consists of 10 spans with length of 48 m and 2 spans with length of 60 m. The entire length of the facility is 600 m.
The facility is situated in a horizontal curve with a radius of 3100 m.
Steel concrete combined construction.
One spans of the structure consists of 3 steel main I-beams connected via 6 horizontal L-beams.
The beams are joined on top by cast in situ reinforced concrete plate.
At both ends of the facility is provided with dilatation joints.
Superstructure is connected to the foundations via seismic elastomeric bearings.

Bridge 3102 (2AT) at km 2+068 km

Consists of 9 spans with length of 60 m, 4 spans with length of 54 m, 1 span with length of 48 m and 1 span with length of 42 m. The entire length of the facility is 846 m.
The facility is situated in two horizontal curves with radius of 800 m and 3500 m.
Steel concrete combined construction.
One spans of the structure consists of 3 steel main I-beams connected via 6 horizontal L-beams.
The beams are joined on top by cast in situ reinforced concrete plate.
At both ends of the facility is provided with dilatation joints.
Superstructure is connected to the foundations via seismic elastomeric bearings.

Bridge 3104 (4AT) at km 5+859 km

Consists of 4 spans with length of 60 m, 1 span with length of 54 m, 2 spans with length of 48 m and 1 span with length of 72 m. The entire length of the facility is 462 m.
The facility is situated in a horizontal curve with radius of 750 m.
Steel concrete combined construction.
One spans of the structure consists of 3 steel main I-beams connected via 6 horizontal L-beams.
The beams are joined on top by cast in situ reinforced concrete plate.
At both ends of the facility is provided with dilatation joints.
Superstructure is connected to the foundations via seismic elastomeric bearings.

Bridge 3101 (1TA) at km 1+246

Consists of 5 spans with length of 60 m, 4 spans with length of 58 m, 1 span with length of 54 m and 2 spans with length of 42 m. The entire length of the facility is 630 m.
The facility is situated in a horizontal curve with a radius of 3700 m.
Steel concrete combined construction.
One spans of the structure consists of 3 steel main I-beams connected via 6 horizontal L-beams.
The beams are joined on top by cast in situ reinforced concrete plate.
At both ends of the facility is provided with dilatation joints.
Superstructure is connected to the foundations via seismic elastomeric bearings.

Bridge 3102 (2TA) at km 2+071 km

Consists of 10 spans with length of 60 m, 2 spans with length of 54 m, 3 spans with length of 48 m and 1 span with length of 42 m. The entire length of the facility is 894 m.
The facility is situated in two horizontal curves with radius of 800 m and 3500 m.
Steel concrete combined construction.
One spans of the structure consists of 3 steel main I-beams connected via 6 horizontal L-beams.
The beams are joined on top by cast in situ reinforced concrete plate.
At both ends of the facility is provided with dilatation joints.
Superstructure is connected to the foundations via seismic elastomeric bearings.

Bridge 3104 (4TA) at km 5+833 km

Consists of 5 spans with length of 54 m, 1 span with length of 72 m and 2 spans with length of 48 m. The entire length of the facility is 438 m.
The facility is situated in a horizontal curve with radius of 750 m.
Steel concrete combined construction.
One spans of the structure consists of 3 steel main I-beams connected via 6 horizontal L-beams.
The beams are joined on top by cast in situ reinforced concrete plate.
At both ends of the facility is provided with dilatation joints.
Superstructure is connected to the foundations via seismic elastomeric bearings.

Програмата Рингстед – Фийманд включва модернизация на съществуващата датска железопътна линия между Рингстед и Никобинг Фелстър.

Това включва разширяване на съществуващата единична железопътна линия от Бордингборг до Никобинг Фелстър в двойна железопътна линия (с изключение на мост Шторстрьом), електрификация на цялата линия и подобряване на инфраструктурата за увеличаване на макс. проектна скорост на пътническите влакове до 200 km/h с макс. проектно натоварване до 22,5 тона и макс. проектна скорост на товарните влакове до 100 km/h макс. проектно натоварване до 22,5 тона.