LABORATORY EVALUATION OF PREFABRICATED HIGHWAY EDGE DRAINS. FINAL REPORT

This study evaluated prefabricated highway edge drains to improve the existing practice and to set guidelines for their proper selection. Two primary evaluations received attention: the first was the effect of installation and in-service loading on the hydraulic and strength capacities of a prefabricated highway edge drain; and the second was the performance of the geotextile filter. A limited field evaluation of prefabricated highway drains indicated structural failure of the core and an inefficient geotextile. Based on the field study, laboratory testing and theoretical modeling, guidelines were given for the strength and hydraulic requirements of the drain. A retention criterion was given for the geotextile filter. The criterion was based on reliability theory and accounted for the overall pore size distribution, porosity and thickness of the geotextile. Field geotextile samples were evaluated for their long term performance using image analysis. The evaluation indicated only partial clogging of geotextiles in service for 4 to 7 years.

  • Corporate Authors:

    Purdue University/Indiana Department of Transportation JHRP

    Purdue University, School of Civil Engineering
    West Lafayette, IN  United States  47907-1284

    Indiana Department of Transportation

    100 N Senate Avenue
    Indianapolis, IN  United States  46204

    Federal Highway Administration

    1200 New Jersey Avenue, SE
    Washington, DC  United States  20590
  • Authors:
    • ELSHARIEF, A M
  • Publication Date: 1992-10-5

Language

  • English

Media Info

  • Features: Appendices; Figures; Photos; References; Tables;
  • Pagination: 304 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00626725
  • Record Type: Publication
  • Report/Paper Numbers: FHWA/IN/JHRP-92/20
  • Files: TRIS, USDOT, STATEDOT
  • Created Date: Feb 3 1993 12:00AM