Saobraćajni institut CIP :: Testing of structrues http://www.sicip.co.rs/en/activity/Testing-of-structrues/rss.html Story list en http://www.sicip.co.rs/thumbnail/9.jpg?thumbId=1358&fileSize=5340&contentType=image/jpeg&lastModified=1396511125000 Saobraćajni institut CIP :: Testing of structrues http://www.sicip.co.rs/en/activity/Testing-of-structrues/rss.html Railway Bridge at km 13+056 on the Niš-Dimitrovgrad railway line over the Nišava River http://www.sicip.co.rs/en/activity/Testing-of-structrues/story/711/Railway+Bridge+at+km+13056+on+the+Ni%C5%A1-Dimitrovgrad+railway+line+over+the+Ni%C5%A1ava+River+.html Load testing of steel truss bridge after its rehabilitation, 51.20 m long span,6.00-8.00 m high, performed in 2005.

Load testing of steel truss bridge after its rehabilitation, 51.20 m long span,6.00-8.00 m high, performed in 2005.

]]>
Wed, 9 Apr 2014 13:17:02 +0100 Testing of structrues http://www.sicip.co.rs/en/activity/Testing-of-structrues/story/711/Railway+Bridge+at+km+13056+on+the+Ni%C5%A1-Dimitrovgrad+railway+line+over+the+Ni%C5%A1ava+River+
Load testing of Pančevački Road-Railway Bridge over the Danube River with approach structures http://www.sicip.co.rs/en/activity/Testing-of-structrues/story/712/Load+testing+of+Pan%C4%8Deva%C4%8Dki+Road-Railway+Bridge+over+the+Danube+River+with+approach+structures++.html Steel structure above the water level is continuous lattice girder with 5 spans of 809 m length in total. Approach structures from Pančevo side are composite steel structures but from Belgrade side they are prestressed concrete structures for road traffic.

Steel structure above the water level is continuous lattice girder with 5 spans of 809 m length in total. Approach structures from Pančevo side are composite steel structures but from Belgrade side they are prestressed concrete structures for road traffic.

]]>
Tue, 8 Apr 2014 13:18:44 +0100 Testing of structrues http://www.sicip.co.rs/en/activity/Testing-of-structrues/story/712/Load+testing+of+Pan%C4%8Deva%C4%8Dki+Road-Railway+Bridge+over+the+Danube+River+with+approach+structures++
Load testing of two road bridges on the E-75 Dobanovci - Bubanj potok Highway, Sector 4 at "Orlovača" interchange, No. 24 (m-"24"/2 and m-"24"/3) http://www.sicip.co.rs/en/activity/Testing-of-structrues/story/713/Load+testing+of+two+road+bridges+on+the+E-75+Dobanovci+-+Bubanj+potok+Highway%2C+Sector+4+at+%22Orlova%C4%8Da%22+interchange%2C+No.+24+%28m-%2224%222+and+m-%2224%223%29+.html Testing was performed on two integral frame structures of reinforced concrete with the following spans: 17.55+18.00+18.00+17.55 m. Deck width of both bridges: 2x4.75=9.50 m.

Testing was performed on two integral frame structures of reinforced concrete with the following spans: 17.55+18.00+18.00+17.55 m. Deck width of both bridges:  2x4.75=9.50 m.

]]>
Sun, 6 Apr 2014 13:19:36 +0100 Testing of structrues http://www.sicip.co.rs/en/activity/Testing-of-structrues/story/713/Load+testing+of+two+road+bridges+on+the+E-75+Dobanovci+-+Bubanj+potok+Highway%2C+Sector+4+at+%22Orlova%C4%8Da%22+interchange%2C+No.+24+%28m-%2224%222+and+m-%2224%223%29+
Load testing of the overpass above the E-75 Highway, Section: Bukurevac - FYROM border, from km 965+996.51 to km 976+250.30, "Crossing No. 01", "Crossing No. 02" , "Crossing No. 03" http://www.sicip.co.rs/en/activity/Testing-of-structrues/story/714/Load+testing+of+the+overpass+above+the+E-75+Highway%2C+Section%3A+Bukurevac+-+FYROM+border%2C+from+km+965996.51+to+km+976250.30%2C+%22Crossing+No.+01%22%2C+%22Crossing+No.+02%22+%2C+%22Crossing+No.+03%22.html The bridges are constructed of simple precast prestressed beams and have the following spans: L=24.00+24.00 m.

The bridges are constructed of simple precast prestressed beams and have the following spans: L=24.00+24.00 m.

]]>
Sat, 5 Apr 2014 13:20:33 +0100 Testing of structrues http://www.sicip.co.rs/en/activity/Testing-of-structrues/story/714/Load+testing+of+the+overpass+above+the+E-75+Highway%2C+Section%3A+Bukurevac+-+FYROM+border%2C+from+km+965996.51+to+km+976250.30%2C+%22Crossing+No.+01%22%2C+%22Crossing+No.+02%22+%2C+%22Crossing+No.+03%22