WTI

Feasibility of Applying CT Technology to the Investigation of Highway Icing

Primary Investigator Contact Information

Michael Edens
  • Montana State University - Bozeman
  • PO Box 173800
  • Bozeman, Montana 59717-3800
  • 406-994-6624
  • michaeledens@mac.com

External Project Contact(s)

Robin Kline
  • USDOT/Research and Innovative Technologies Administration, Office of Research, Development, & Technology
  • 400 Seventh Street Southwest Room 2440
  • , Washington DC 20590-0001
  • 202-366-2372
  • robin.kline@dot.gov

Report(s)

  1. The Application of CT Technology to Highway Icing
    1. Michael Edens, Ed Adams
    2. 428104_Final_Report.pdf
  2. Feasibility of Applying CT Technology to the Investigation of Highway Icing
    1. M. Q. Edens and E. E. Adams
    2. 428104_Executive_Summary.pdf

Project Objective

To investigate the applicability of Computed Tomography (CT) technology in the study of highway icing.

Project Abstract

Bonding of ice and snow to highway pavement is largely due to chemical adhesion. It is possible that mechanical mechanisms, such as "keying", a mechanical interlocking of ice and pavement, may also enhance bonding. Whether such mechanisms exist must be verified experimentally. Verification requires that suitable observations of the surface connected void space geometry, particularly when snow and ice are attached to the pavement’s surface, be made. Traditionally such observations were made via destructive cross-sectioning techniques. A non-destructive alternative obtains cross-sectional views of a sample from CT (CAT) scans. An exploratory research project is being conducted to examine the applicability of CT in the study of pavement and experimental verification of "keying". Currently no published information regarding the use of CT to obtain cross-sectional views is, to the project investigators knowledge, available. As a result the first task of this research project is to explore the capabilities of CT as it relates to experimental study of pavement and in particular pavement icing. Included in this task is establishing suitable procedures for scanning both dry and iced pavement samples. The remainder of this project is directed toward obtaining CT scans of several pavement types, grade b, super pave, and chip sealed. Verification of the presence of keying sites and subsequent quantification and characterization of their geometric properties are to be accomplished via the CT scans. Each specimen will be examined in a dry state and when an ice layer is adhered to the specimens surface.

Task Descriptions

  1. Characterize Features
    1. Characterize and quantify geometric features of keying.
  2. Determination of Constituents
    1. Determine whether or not water, ice, and anti-icers can be distinguished from pavement constituents in CT images.
  3. Verify Mechanisms
    1. For several pavement types, using CT images, verify that keying mechanisms exist.
  4. Establish Study Procedures
    1. Establish procedures for CT based experimental study of pavements and highway icing.

Milestones, Dates, Schedule

Start Date:2/1/1999
End Date:12/31/1999

Student Involvement

False

Relationship to Other Research Projects

True

Technology Transfer Activities

True

Transportation Research Board Keywords

Materials, Safety, Modeling

Partners

Montana State University and Research and Innovative Technology Administration