The active sensor uses an integrated PELTIER element for the heating &
cooling process. In case of wet conditions (existing water film) and if the road
surface temperature is less than 5°C, the measuring cycle will be started. One
cycle lasts 20 minutes. The cooling procedure stops once the freeze point
temperature has been reached. The cooling time depends on water film level
& concentration of de-icing chemicals. After cooling, the heating procedure
is re-activated.
Since the active sensor has a cooling and heating cycle, the road conditions
are altered. This leads to condensation & pavement temperature changes.
This is the reason the active sensor will ONLY measure freeze point temperature.
All other road measurements such as road surface temperature, depth
temperature, water-film & road conditions are reported by passive sensors.
As long as only one de-icing chemical, such as NaCl or MgCl is applied, a
state-of-the-art passive sensor will measure the conductivity, "salt in water"
and calculates the freeze point temperature. A prerequisite for an accurate
result is the precise measurement of the water film.
The freeze point temperature depends on concentration of de-icing chemical
& the existing water film thickness. The higher the water film, the more
chemical is necessary. Vice versa, in case of a sloping road & a very thin
water layer, there is a risk of “over-salting” & to exceed the so called
EUTECTICAL POINT.
The non-invasive sensor is not part of the pavement and is easily accessible
for repair & maintenance/calibration. Both, surface temperature &
road conditions can be measured. A disadvantage is in that the freeze temperature
itself cannot be measured.The water film measurement is not nearly as
precise as the measurement of an embedded pavement sensor.
Networks of the future will be modular, open, & in concept extendable.
Wherever possible, embedded pavement sensors will be deployed to provide
all data in a particular application. In situations of very thin water layers (busy highways),
an active sensor will determine the precise freeze temperature.
Locations (bridges) where in-pavement sensors cannot be installed,
a non-invasive senor is the best choice to deliver road condition information.
Due to the replaceable electronics of pavement sensors, a calibration cycle of
three years is recommended, in spite of the available long-term stable sensor
elements with minimal drift.
Replacement Lufft sensors can be installed within minutes, allowing for minimal
down-time of operation as well as lane closures. Sensors are to be sent to a
qualified laboratory for inspection/re-calibration.