Portland Cement Concrete Pavement Thickness Variation Versus Observed Pavement Distress

Benefits from a potential significant correlation between distresses and slab thickness can be broadly applied in all stages of highway development from design and construction to maintenance decisions. In order to comprehensively explore this possibility, thickness data and existing distresses were related for three highway projects in Minnesota. Thickness was obtained through non-destructive ultrasonic testing, while distresses were recorded for the same location with a distress image software. Significant thickness variation was observed in both longitudinal and transverse directions. The combined results of thickness, shear wave velocity and distresses analysis revealed that an increase in shear wave velocity was coincident with a less damaged pavement area within a section. An in-depth statistical analysis confirmed this observation showing that shear surface velocity variation was better correlated with overall pavement performance than thickness variation. Differences in cracking behavior within a section were traced back to changes in construction and design practices, showing the potential of using shear velocity analysis for pavement maintenance. A survey and analysis procedure for shear wave velocity testing of concrete pavements is proposed.

• Record URL:
  http://www.cts.umn.edu/Publications/ResearchReports/reportdetail.html?id=2548
• Corporate Authors:

  University of Minnesota, Twin Cities

  Department of Civil, Environmental, and Geo-Engineering
  500 Pillsbury Drive, SE
  Minneapolis, MN  United States  55455-0116

  Minnesota Department of Transportation

  Research Services and Library
  395 John Ireland Boulevard
  St Paul, MN  United States  55155
• Authors:
  • Khazanovich, Lev
  • Hoegh, Kyle
  • Barnes, Randal
  • Conway, Ryan
  • Salles, Lucio
• Publication Date: 2016-9

Language

• English

Media Info

• Media Type: Digital/other
• Edition: Final Report
• Features: Figures; Photos; References; Tables;
• Pagination: 50p

Subject/Index Terms

• TRT Terms: Concrete pavements; Nondestructive tests; Pavement distress; Pavement performance; Statistical analysis; Thickness; Ultrasonic tests
• Uncontrolled Terms: Shear wave velocity
• Geographic Terms: Minnesota
• Subject Areas: Design; Highways; Pavements;

Filing Info

• Accession Number: 01614002
• Record Type: Publication
• Report/Paper Numbers: MN/RC 2016-30, CTS #2015024
• Contract Numbers: 99008 (wo) 156
• Files: TRIS, ATRI, STATEDOT
• Created Date: Oct 24 2016 5:36PM