MUENOW & ASSOCIATES
Structural Engineers utilizing Non-Destructive Testing Techiniques


Test Techniques Utilized


Pulse Echo

Purpose:

Detects, delineates, and classifies internal discontinuities in concrete, asphalt, soil, and wood.

Test Theory:

Pulse Echo is a relatively low frequency test technique that generates data when changes in material density are encountered by the propagation and reflected energy of mechanical stress waves. Pulse Echo is a single transducer test system only requiring one surface of the structural member to be accessible. Evaluations have been conducted on a wide range of thicknesses, ranging from 1.5 inches (Such as Overlays) to 375 feet (as in Hydroelectric Structures and Foundation Piles).

Typical Applications Include:

Concrete:

Wood:

Granite and Marble:

Soil:

Asphalt:


Impulse Radar

Purpose:

Evaluates the presence and location of reinforcement steel in concrete members. Locates any metallic embeddment in concrete. Determines the thickness of concrete slabs and overlays. Detects the presence and defines the extent of voids under slabs and roadways.

Test Theory:

Impulse Radar is a high frequency testing technique which generates data by the propagation and reflected energy of electromagnetic waves. Changes in concrete density and material dielectric values can be correlated to internal discontinuities and material variations.
Impulse Radar is a single transducer system. This system ranges from a hand-held instrument that locates reinforcement steel to test instruments that are towed behind equipment at 15 mph to detect voids under pavements and airport runways.

Other Applications Include:


Pulse Velocity:

Purpose:

Evaluates concrete quality, uniformity, and in situ compressive strength relative to established standards.

Test Theory:

Pulse Velocity is a through transmission, double transducer testing technique that utilizes low frequency stress waves to evaluate in situ concrete. Repeated pulses of stress waves are introduced to one side of the member. These pulses pass through the member and are received by a second transducer on the opposite face of the member. Propagation times, amplitude, frequency, and rise times characteristic for the wave action are recorded for each test location. From the recorded data, comparative compressive strengths are calculated, while crack presence and orientation are estimated as well. In addition, crack width determinations can be made as well. The measure of pulse velocity is correlated to concrete quality and uniformity.
There are virtually no size limitations to structural members for evaluation. Two opposite surfaces of the member must be accessible and the member thickness must be known.

More Test Techniques


MAAI Background º Test Techniques I º Test Techniques II º Problem To Technique Guide º Job References


Muenow and Associates ° Charleston, SC, USA ° 1-843-768-2314
muenowr@bellsouth.net