Bridges and viaducts

EN 125 – Rehabilitation of the Tavira viaduct – Testing plan
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General view of the bridge  
Lower view of the bridge during the inspection and testing works
           
 
Visual Inspection – Survey anomalies - Pillar  
Visual Inspection – Survey anomalies – Pillar
           
 
Visual Inspection – Survey anomalies – Bridge floor  
Visual Inspection – Survey anomalies – Bridge floor
           
 
Visual Inspection – Survey anomalies – Abutment  
Visual Inspection – Survey anomalies – Support equipment
           
 
Visual Inspection – Survey anomalies – Crack opening measurement  
Visual Inspection – Survey anomalies – Crack opening measurement with an optical crack meter
           
 
Visual Inspection – Survey anomalies – Photomicrography of crack  
Visual Inspection – Survey anomalies – Abutment slab
           
 
Visual Inspection – Survey anomalies – Frame beam - Railing  
Visual Inspection – Survey anomalies – Roadway
           
 
Topographic levelling of the bridge deck – Asphalt cutting for subsequent topographic notations  
Topographic levelling of the bridge deck – Measurement of asphalt thickness
           
 
Foundation survey shafts  
Foundation survey shafts
           
 
Tests “in-situ”  
Tests “in-situ”. Test zones – Reinforcement meshes detected with the covermeter – Longitudinal beam
           
 
Tests “in-situ”. Test zones – Reinforcement meshes detected with the covermeter – Cross girder  
Tests “in-situ”. Test zones – Reinforcement meshes detected with the covermeter – Crossbar of a pillar
           
 
Tests “in-situ”. Detection and evaluation of the reinforcement cover the slab and of the bridge deck with the covermeter  
Tests “in-situ”. Drilling a hole to determine the depth of concrete carbonation
           
 
Tests “in-situ”. Measuring the depth of concrete carbonation  
Tests “in-situ”. Reinforcement corrosion evaluation – Measuring corrosion intensity through the polarization resistance technique
           
 
Tests “in-situ”. Collecting dust to determine chloride content at different depths  
Tests “in-situ”. Characterization of the concrete – Execution of impact-echo tests
           
 
Characterization of the concrete – Core drilling for laboratory tests  
Characterization of the concrete –Thin sections intended for petrographic anomalies
           
 
Characterization of the concrete - Photomicrography of a thin section obtained in the microscope      
           
 
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