Collecting Stop and Go Inertial Profile Measurements

The Texas Department of Transportation (TxDOT) annually collects profile data over the state-maintained highway network. TxDOT uses the profile data to determine ride quality based on the Present Serviceability Index (PSI). The indices determined are stored in the Pavement Management Information System (PMIS) database, and are published in the PMIS reports prepared annually by the Materials and Pavements Section of the Construction Division. Inertial Reference Profilers, such as TxDOT's Profilers, are adversely affected by stop and go operations, common during PMIS data collections. When the profiler slows below 12 mph or comes to a complete stop, profile measurements are not valid. This situation causes the loss of ride data at intersections, in high traffic conditions, and in urban areas. This report describes a method that TxDOT can use that will minimize the effects of stop and go for the inertial profile measurements.

  • Corporate Authors:

    University of Texas, Arlington

    Department of Computer Science and Engineering, 416 Yates Street
    Arlington, TX  United States  76019

    Texas Department of Transportation

    Research and Technology Implementation Office, P.O. Box 5080
    Austin, TX  United States  78763-5080

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • Walker, Roger S
    • Becker, Eric
  • Publication Date: 2006-5

Language

  • English

Media Info

  • Media Type: Print
  • Edition: Technical Report
  • Features: Figures; Tables;
  • Pagination: 52p

Subject/Index Terms

Filing Info

  • Accession Number: 01030762
  • Record Type: Publication
  • Report/Paper Numbers: FHWA/TX-06/0-4480-1, Report 0-4480-1
  • Contract Numbers: Project No. 0-4480
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Aug 16 2006 4:14PM