GeoRadar
A ground penetrating Georadar system (Georadar for short)
makes use of high frequency electromagnetic impulses which are directed by a transceiver
towards the bridge/road surface. Waves are then reflected back to a receiver and monitored
using sophisticated electronic equipment.
The waves which are received and recorded are indicative of
the composition of the deck/road. As a Georadar wave propagates through a deck/road
foundation and encounters an interface between two materials with different dielectric
constants, a portion of the energy is reflected back while the remaining energy continues
through the deck/foundation. The travel time of the wave between two interfaces can be
used to compute the thickness of that layer, such as asphalt thickness, granular thickness
and cover over the reinforcing steel.

Examples of radar data extracted from the profile collected


45 mm
55
75
100
145
Color MAP
showing the distribution of pavement
thicknesses

Color MAP
showing the distribution ( Low, Medium, High) of probability
of reinforcement corrosion
On asphalt covered
bridge decks, Georadar can be used to identity the areas of high probability of
reinforcement corrosion. This is accomplished by monitoring the amplitude of the Georadar
reflection at the asphalt overlay/concrete deck boundary compared to that at the surface
of the deck. There is a high correlation between the presence of humidity and chloride
ions (usually responsible for reinforcement corrosion) and the amplitude of the Georadar
reflection.
For bridge deck survey, GIE uses a 1,5GHz ground coupled
Georadar antenna. For road thickness layer GIE uses a combination of Georadar antennas
allowing to measure thickness at depths up to 1.5 meters.
System Characteristics
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Can be used
on soft pavements/roadways as well as rigid and mixed.
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Allows for
the collection of precise, non destructive sub-surface information.
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Collects
information at traffic's speed, minimizing the impact on users.
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References
information acquired according to the vehicle's position (DMI).
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Equipment
GIE Technologies uses the most up-to-date Georadar system
conceived by Geophysical Survey System Inc. The
ground penetrating Georadar equipment is comprised of the control unit SIR-10H and
different types of Georadar antennas installed on the vehicles used to acquire data. The
data acquired is interpreted and analyzed by means of a software package developed
specifically for this type of application by GSSI. The
results presented on various formats are geared and conceived to answer to the needs of
the engineers responsible for the roadways systems.
Specifications:
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Maximum number of layers: unlimited |
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Measurement precision: ± 5 to 10% (Asphalt Thickness) and
± 10 to 15% (Granular Thickness) |
Investigation depth /
antennas and minimal thickness

Survey speed: varies
from 5 to 75 km/h, according to the acquisition and the foreseen application.
Survey
With the exception of the ground coupled 1.5 GHz and 400 mHz
antennas which are directly dragged on the inspected surface, the Georadar antennas (2.5
GHz, 1.0 GHz,) are mounted on a fixed mast attached to the front of the inspection vehicle
and raised to approximately 300 mm above ground.
Once the measuring device is zeroed at a reference point,
the van proceeds with the survey. Survey Speed is governed by the type of survey performed
(Bridge Deck, versus Road Layers Thickness).
A bridge deck evaluation with the ground coupled 1.5 GHz
antenna is relatively slow compared to the Road Layers Thickness Survey since the antenna
is directly in contact with the surface. Road Layers Thickness Survey with the antennas
raised to approximately 300 mm above ground carried out at traffic speed. Once the survey
is completed, a number of cores to be sampled are localized with paint marks on the bridge
deck/road surface.
Processing
As stated before the data acquired is interpreted and
analyzed by means of a software package developed specifically for application by GSSI. Results are generated on various formats according
to the specific needs of the road network management engineers.
The most popular format is the table presenting the
thickness of each layer at the intervals specified by the client and can include
statistics such as: the average thickness,
linear reference, minimum and maximum values. The presentation on the form of a graph is
also appreciated: it allows to graphically
visualize the results. It may consist of a
continuous profile of layers, allowing to illustrate for example the depths of various
interfaces.
All plans are presented using Excel, Surfer or the AutoCAD
software and can be superimposed on existing drawings.
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