Naonal Center for Asphalt Technology and i-Probe carry out Data
Collecon Studies
The Naonal Center for Asphalt Technology in Auburn, Alabama conducts test track experiments with i-Probe
to evaluate i-Probe’s pavement scanning accuracy and correlaon of outputs to other road roughness indices.
October 8, 2024 – AUBURN, Alabama
The Naonal Center for Asphalt Technology (NCAT), which operates its own test track in Opelika, AL
for asphalt pavement research, hosted an experimental evaluaon of i-Probe technology on October 8.
The objecve of the experiment was to assess the accuracy of i-Probe’s Smart Road Monitoring
Connected Vehicle (SRMCV) data collecon capability and idenfy the correlaon between i-Probe’s
nave output unit for measuring pavement condion and other common indices.
The experimental trials consisted of driving the SRMCV around the test track mulple mes at varying
speeds—20 mph, 40 mph, and 55 mph—while scanning the test track surface for pavement roughness.
A baseline reading was carried out at each speed using NCAT’s own laser-based ineral proler
inspecon vehicle, which is the typical equipment used for measuring pavement condion. This baseline
data would then be compared to i-Probe’s readings to determine the correlaon. Addional trials were
also carried out on a nearby stretch of open road that is paved in concrete to determine any dierences
from the readings of the asphalt-paved test track surface.
The most common index for measuring
roughness is the Internaonal Roughness
Index (IRI). IRI is calculated based on
cumulave vercal displacement of a
simulated single car wheel (quarter-car)
model with suspension system divided by
distance traveled. IRI is a mathemacal
model of how a typical passenger vehicle
will react to a parcular road surface
prole.
i-Probe’s primary data collecon method is
through the accelerometer found in all
modern cars. This sensor detects the
ineral movement of the vehicle in all
direcons. Road roughness is determined by
isolang only vercal movement, and assigning a score based on the magnitude of vercal displacement.
This measurement is known as ride quality. The lower the score, the smoother the road.
Although both indices capture the same informaon, the diering calculaon methodologies can be
problemac. Road management agencies in the US are required to report road condions to the federal
government based on IRI. Being able to output and integrate data within the same index standard is
vital to the instrumentality of i-Probe. This experiment was intended to ascertain this correlaon as a
rst step to data integraon.