MONITORING DURING THE EXECUTION OF A BRIDGE OVER THE SIL RIVER

Client:
ACS

Location:
Ponferrada, Spain
Key data:

The bridge is made up of a deck of three spans, with a span of 93.50+170.00+93.50 m of mixed latticework with parabolically variable depths, with 10.00 m of depth on piers and 4.00 m of depth in the central section of the main span and on

Services:

Instrumentation. Tension control in four cross sections of the truss and the upper slab by placing strain gauges. Temperature control in four sections using thermocouples. Load test

Year:
1997