Non Destructive Testing of Concrete | NDT Inspection Services
1911
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QUALITY NON-DESTRUCTIVE TESTING OF CONCRETE

We offer high-resolution 2D/3D GPR Concrete scanning and a range of Non-destructive NDT concrete testing either in-situ Slab, footing or wall such tests including Concrete strength test, Concrete MPA, Concrete KPA tests, Concrete quality testing and consistency using Ultrasonic techniques.

 

Where defects are suspected Ultrasonic tomography UT methods can be used to image honeycombing, delamination, cracks, porosity of slabs, columns, and precast concrete.

 

We also offer Quality control (QA/QC) on structural foundation works to evaluate the integrity of pile foundations using Pile integrity Testing PIT and Crosshole sonic logging CSL technologies to image any defects in pile foundations including: necking, soil intrusion, honeycombing and discontinuities.  All data is processed and interpreted to industry standards and presented in simplified useable formats that clearly show where the defects are and how to correct them.

STRUCTURAL CONDITION ASSESSMENT AND CONCRETE SCANNING

  • CONCRETE & MASONRY SCANNING
    • Risk Management & Safety
    • Structural Integrity (Post-tension Cables)
  • STRUCTURAL ASSESSMENT
    • Scanning Concrete (2D/3D)
    • Reinforcement Corrosion assessment
    • Ultrasonic Pulse Velocity (UPV)
    • Concrete Strength (MPa readings)
    • Quality & Homogeneity Grading
  • CONCRETE MOISTURE & CORROSION
    • Corrosion Testing & Mapping
    • Corrosion and Moisture
    • Half-Cell Potential Method
  • FOUNDATIONS AND BRIDGES ASSESSMENT
    • Foundation Assessment
      • Foundation Depth Parallel Seismic
      • Pile Integrity and Defect assessment
      • Sonic Echo
      • Crosshole Tomography
      • Bridge Inspections (Defects and Monitoring)
  • DEFECTS & CONCRETE REPAIR
    • Honey Combs & Porousity
    • Post-Repair  Audits
  • UNDERGROUND SERVICES LOCATING
    • Risk Management & Safety
    • Electromagnetic Induction (EMI)
    • Vacuum Excavation AS5488-2013 (Class A)
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