Detection and Mitigation of Subsidence and Voids on Vermont Roadways: I-89 Hartford and US 7 Manchester, Vermont

During the summer of 2007, a geophysical survey team from Applied Research Associates, Inc. evaluated two Vermont highway sites exhibiting subsidence. They performed surveys on I-89 in Hartford and on US-7 in Manchester to assess the performance of three nondestructive geophysical methods for characterizing the causes of subsidence. Using a set of performance criteria, they selected three non-invasive geophysical methods for field evaluations at the two subsidence sites. Their objectives for these field trials were to identify the causes of subsidence as well as determine the effectiveness and feasibility of employing these methods for characterizing the subsidence conditions. Subsidence at both sites is likely resulting from a combination of drainage issues and construction processes. The methods employed proved effective for characterizing subsurface conditions at the two sites, including the cone penetration test (CPT) to verify the relative soil strength conditions. Additionally, these methods may prove viable for future investigative applications such as wide area assessments and network level surveys.

Language

  • English

Media Info

  • Media Type: Web
  • Edition: Final Report
  • Features: Figures; Photos; References; Tables;
  • Pagination: 36p

Subject/Index Terms

Filing Info

  • Accession Number: 01113488
  • Record Type: Publication
  • Report/Paper Numbers: Report No. 2008-7
  • Contract Numbers: 0984747
  • Files: TRIS, STATEDOT
  • Created Date: Oct 22 2008 12:12PM