Skip to main content

Easy does it with GSSI’s PaveScan RDM 2.0

GSSI says that its PaveScan RDM 2.0, a non-destructive asphalt density assessment tool, is characterised by being easy to use, no matter what technical level the operator has.
By David Arminas February 27, 2023 Read time: 2 mins
By uncovering inconsistencies that occur during the paving process, including poor uniformity and significant variations in density, PaveScan RDM 2.0 helps to avoid premature failures

GSSI, a manufacturer of ground penetrating radar (GPR) equipment, says that from technician to engineer, the PaveScan RDM 2.0 testing system is easy to operate.

The PaveScan RDM 2.0 is a second-generation asphalt density assessment tool ideal for non-destructive asphalt compaction testing, quality assurance/quality control of new pavements and determining pavement non-conformity.

By uncovering inconsistencies that occur during the paving process, including poor uniformity and significant variations in density, PaveScan RDM 2.0 helps to avoid premature failures like road raveling, cracking, and deterioration along joints.

Thanks to seamless GPS integration, real-time onscreen data output and export options, this system is ideal for government transportation agencies and paving contractors alike. The pavement density measurement technology used in PaveScan RDM 2.0 is an accepted American Association of State and Highway Transportation Officials (AASHTO) specification, PP 98-19.

The complete PaveScan RDM 2.0 system includes a rugged deployment cart and an integrated concentrator box that accommodates up to three sensors. It includes housing for cable management and hot-swappable, dual batteries.

The new sensor design was built specifically for the extremes of the asphalt paving environment and features a green laser to aid location accuracy. Also available is a system upgrade kit to expand to three sensors for better pavement coverage.

Additional GPS options and mounting pole provide high precision location information and work seamlessly with the PaveScan interface.

For more information on companies in this article

Related Content

  • Pavement preservation techniques
    April 12, 2012
    In this second article of a three-part series on pavement preservation, Alan S. Kercher, of Kercher Engineering, discusses the different techniques that can be utilised as part of the preservation toolbox An agency should utilise a comprehensive preservation toolbox that includes various techniques, which can be applied to specific needs. There is no one technique that will cost-effectively address all pavement problems. However, there are many preservation techniques that can provide an agency with the ab
  • Podium finish for Indonesia’s new racetrack paver
    November 23, 2021
    The first machines to complete a circuit of Indonesia’s new Mandalika International motorsport track were a series of Bomag pavers and rollers. They can claim a best-in-class finish when it comes to creating the ultimate surface for a competitive racing track.
  • Fugro to use its ARAN system in Dutch surveying deal
    May 9, 2019
    Fugro, a geo-data specialist, is using the latest version of its Automatic Road Analyser (ARAN) in a new five-year pavement survey contract for Dutch highways. The contract, with an option to extend to 10 years, was awarded by the Dutch infrastructure agency Rijkswaterstaat. It includes the collection of surface condition and road measurement data from 8,600km of principal highways each year. The company’s Automatic Road Analyser - ARAN - which is adapted to meet European specifications and includes i
  • Review of the research activities on the behaviour of Iterlene
    November 2, 2012
    The use of reclaimed asphalt pavement (RAP) is common practice in many countries. The aged bitumen from RAP has a lower penetration and is more viscous than it was when first mixed. The reclaimed bitumen is generally balanced by the addition of fresh binder softer than the traditional one used to produce hot mixes. However, balancing penetration and softening point or viscosity does not produce an identical bitumen to the original one. One fundamental option is the regeneration of the aged binder in order t