NDTitans Cases

*Go to every case by following the links

1. CHLORIDES AND SERVICE LIFE

   1.1 Chloride Profiling and service life estimation of a bridge in the Mediterranean Sea, Greece

   1.2 Service life estimation of the Nuuk Container Terminal, Greenland

   1.3 Remaining service life of a one-year-old sea structure wall at the splash zone, Denmark 

   1.4 PROOVE´it Electrical Methods for chloride ingress, Denmark

   1.5 PROOVE´it for Performance-Based Specifications, Summary, Denmark

2. CORROSION

   2.1 Electrical resistance and potentials for corrosion evaluation with Mini Great Dane, Denmark

   2.2 Corrosion rate, electrical resistance and potentials for corrosion evaluation with GalvaPulse, Denmark

   2.3 Carbonation depth with Rainbow Indicator and Deep Purple, Poland

3. WATER PERMEABILTY

   3.1 Water permeation evaluated by GWT, Poland

4. COMPRESSIVE STRENGTH, in-place

   4.1 Correlation between Pullout force and Compressive Strength

   4.2 Production control with CAPO-test on the Great Belt Link, example, Denmark

   4.3 Strength of the “interior” of a structure tested by pullout

   4.4 In-Situ compressive strength of quarantined precast tunnel lining segments  using CAPO-test, UK

   4.5 Strength testing with CAPO-test on old bridges to be upgraded, Poland

   4.6 Safe and early form stripping with LOK-test pullout for strength, Canada

   4.7 Strength of an industrial floor measured by LOK-test before loading, UK

   4.8 NDT & strength evaluation of overhead water tanks, Punjab, India

   4.9 NDT & strength evaluation of an existing industrial warehouse, Mexico

   4.10. Capo-Test pullout testing for strength of shotcrete

5. COVER LAYER QUALITY

   5.1 Curing of the cover layer evaluated by Pullout and Bulk Resistivity and its implication on service life, Denmark

   5.2 Pullout for rapid in-situ screening of bad curing and its implication on durability and cost of structures, Canada & USA

   5.3 Production control of the cover layer at the Great Belt Link project using  Pullout, Denmark

   5.4 Scrutinizing correlations used for in-situ production control with pullouts at the Great Belt Link´s West Bridge, Denmark

6. TENSILE STRENGTH AND ADHESION STRENGTH, in-place

   6.1 BOND-test for evaluating runway joints, Alaska, USA

   6.2 BOND-test used for measuring adhesion strength of CFRP strips, Mexico

7. LOCATION OF REINFORCEMENT, GPR

   7.1 Slab cracking due to improper placement of reinforcement, USA

8. IMPACT-ECHO for flaws, in cable ducts, joints, delaminations & depth of surface opening cracks

   8.1 Injection quality of new cable ducts, Denmark 

   8.2 Injection quality of old cable ducts, USA

   8.3 Duct inspection of a three-span bridge in the West of Ireland

   8.4 Impact-echo testing of joints in precast element walls, Denmark

   8.5 Impact-echo testing of a concrete silo wall for delamination, India

   8.6 Impact-echo testing for delaminations of walls in two anchor blocks at the Great Belt Link project, Denmark

   8.7 Crack depth estimation with impact-echo on a bridge slab, Medaryville, USA

9. ULTRASOUND TOMOGRAPHY for flaws, in cable ducts

   9.1 Injection quality of existing cable ducts tested by ultrasound tomography and impact-echo, Finland

   9.2 Injection quality of cable ducts tested by impact-echo and ultrasound tomographer on a controlled specimen, Denmark

10. IMPULSE RESPONSE for flaw screening

    10.1 Delamination of highway bridge deck found by impulse response, Denmark

    10.2 Integrity of North Virginias Interstate 66 bridge evaluated by Impulse Response, USA

    10.3 Repair monitoring of cracked concrete industrial floor with s'MASH Impulse-Response & DOCter Impact-Eco.

    10.4 Honeycombs detected by impulse response and impact-echo in a heavily reinforced jet engine test bed, Holland

    10.5 Non-Destructive evaluation of a Stress Ribbon bridge, Czech Republic

    10.6 Quality assurance of newly repaired bridge deck, Finland

    10.7 Anchoring quality of granite panels evaluated by s`MASH Impulse Response, Madison Avenue 520, New York, USA

    10.8 Non-Destructive evaluation of an existing industrial warehouse, Mexico

    10.9. Testing a bridge plate with Impulse Response to determine the extent of ASR  induced damage, Sweden

11. RHEOLOGY

    11.1 Rheology at the Burj Khalifa Super Tall Building construction, Dubai

12. AIR VOID ANALYSES

    12.1 AVA for air-void structure of fresh concrete, Denmark

13. DRONES

    13.1 Inspection with Drones and artificial intelligence, Greece

14. PETROGRAPHY

    14.1 Petrography, examples of micro- and macro analysis