Olson Engineering · impact echo

Olson CTG-2 Concrete Thickness Gauge

The Olson CTG-2 is a hand-held impact-echo instrument used for non-destructive measurement of concrete element thickness, void detection and delamination identification. The instrument operates by impacting the concrete surface with a small steel impactor and measuring the surface response with a co-located transducer; the spectral analysis of the response identifies the dominant resonant frequency, which corresponds to the wave reflection from the back face of the element (giving thickness) or from an internal defect (giving defect depth). The CTG-2 is widely used in pavement, bridge-deck and slab-on-grade inspection as well as building structural assessment.

TRSC Application Commentary

TRSC uses the Olson CTG-2 on investigations where concrete thickness must be measured from one-side access only (typical for slab-on-grade where back-face access is impossible, podium decks where the soffit is concealed by services or finishes, and bridge deck inspections from the wearing surface) and on investigations where internal delamination zones must be mapped without coring. The principal advantage of impact-echo over UPV in these scenarios is the single-face access — UPV requires through-element transducer placement which is often impractical, while impact-echo operates from the accessible face only. Two operational notes: first, concrete thickness measurement requires the wave-velocity assumption to be calibrated against a known reference (typically a cored hole at the start of the survey); without calibration the thickness reading is indicative only. Second, defect identification requires interpretation of the spectral response — TRSC personnel are trained in impact-echo signal interpretation and cross-check ambiguous readings with parallel UPV or borescope investigation. The CTG-2 is a hand-held instrument that complements rather than replaces the more comprehensive impact-echo systems used in dedicated bridge-deck inspection programmes; for TRSC's typical building and infrastructure scope it provides the appropriate balance of capability, portability and cost. On large-scope bridge-deck or podium-deck condition assessments where high-density delamination mapping is required across hundreds of square metres, TRSC engages a specialist NDT sub-contractor with vehicle-mounted impact-echo / impulse-response array systems, and reserves the CTG-2 for spot-verification, confined-space and small-scope investigations where the hand-held form factor is decisive — typically slab-on-grade investigations under 200 square metres of survey area.

Enabled Investigations
  • Slab thickness measurement from one-side access
  • Internal delamination mapping in slabs and decks
  • Bridge-deck condition assessment
  • Pre-coring void identification
Frequently Asked Questions

Application questions about Olson CTG-2 Concrete Thickness Gauge

When is impact-echo preferred over UPV?
When only single-face access is available (slab-on-grade, podium deck with concealed soffit, bridge deck from wearing surface) impact-echo is the default. UPV requires through-element transducer placement and is preferred for elements with two-face access. TRSC selects the appropriate method per investigation geometry and survey objective.
How is wave velocity calibrated for thickness measurement?
TRSC calibrates the wave-velocity assumption against a known reference at the start of each survey — typically a cored hole that exposes the back face of the element so the actual thickness is measured directly. Without calibration the thickness reading from impact-echo is indicative only; with calibration accuracy is typically ±5% of the actual thickness.
Can impact-echo distinguish a single internal defect from element thickness?
Yes — the spectral analysis of the response distinguishes resonance from the back-face reflection (giving element thickness) and resonance from an intermediate defect (giving defect depth). TRSC personnel are trained in spectral interpretation and cross-check ambiguous readings with parallel UPV or borescope investigation before reporting any defect zone.