Wednesday, June 15, 2011

Crusell Bridge inaugurated in Helsinki

The Crusell Bridge, was inaugurated today in Helsink and is now one of the more prominent bridges in Finland was designed by WSP Finland. It was built using Building Information Modelling (BIM).

The bridge was commissioned by Helsinki and constructed by Skanska and features two travel lines and in the future a tram line.

City of Helsinki organized an international design competition for the bridge project in 2001. WSP Finland’s winning proposal was “Sea Swords”, a dual-spanned, asymmetrical cable-stayed bridge with beams measuring 302 ft and 167 ft with a horizontal clearance of 82 ft. WSP Finland’s Business Area Director Pekka Pulkkinen was in charge of the technical design of the bridge.
”The building information modelling enabled the contractor to see the construction phases in advance and define for example reinforcements much better than by using an ordinary level drawing. Also, they could order all materials just-on-time,” says WSP Finland’s Oulu Bridge Unit’s manager Antti Karjalainen.

“The model allows simulating all later changes to the structures. Maintenance projects during the life-cycle of the bridge will also benefit from the model”, Karjalainen concludes.
Crusell Bridge won an award for accuracy in reinforced concrete structures. The bridge was also been listed as one of the most notable building solutions in the 2nd edition of BIM Handbook (R.Sacks & Co).

Monday, June 13, 2011

Rolled Steel Beam Bridges

So at near the end of May (ya I've been pretty busy and lacking on the updates) I inspected two six rolled steel beam bridges and bottom flange cover plates.

The bridges carry Route 24 North and South in Tiverton. This was my first time in Tiverton and I have to say that it is a very picturesque spot locate right on the coast, if you have a chance check it out. 
The rolled steel beams had minor deficiencies with section loss to the bearing stiffeners. The were in pretty rough shape at the expansion end with heavy spalling to the backwall which extended throught to the wearing surface.

Nearing the end of the inspection the bucket truck started to have problems operating and needed to be reved (sp?) to allow the enough hydraulic pressure to move smoothly (or move at all)