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
Privacy Overview

This website uses cookies so that we can provide you with the best user experience possible. Cookie information is stored in your browser and performs functions such as recognising you when you return to our website and helping our team to understand which sections of the website you find most interesting and useful.