Effect of Y-cracking on CRCP Performance: Annual Report for FY 2011

Details

• Creators:
  Ley, M. Tyler ; Woestman, Spencer ; Riding, Kyle ; Nyberg, Anders
• Corporate Creators:
  Oklahoma State University. Department of Civil and Environmental Engineering ; Kansas State University. Seaton Hall. Civil Engineering Department
• Corporate Contributors:
  Oklahoma. Department of Transportation. Planning & Research Division ; United States. Department of Transportation. Federal Highway Administration
• Subject/TRT Terms:
  Continuously Reinforced Concrete Pavements Cracking Of Concrete Pavements Pavement Base Course Pavement Distress Pavement Performance Road Shoulders Stresses
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States ; Oklahoma
• Contracting Officer:
  Bowman, John
• Corporate Publisher:
  Oklahoma. Department of Transportation
• Abstract:
  This document is an update of the progress of the research on Oklahoma Department of Transportation (ODOT) project 2230 “Effect of Y-cracking on CRCP Performance (PS-14)”. This report summarizes the work that was completed at Oklahoma State University between October 1st, 2010, and September 30th, 2011. The focus of this project is to determine if a correlation exists between Y-cracking and the subsequent performance of continuously reinforced concrete pavements (CRCP) in Oklahoma. Work will also be done to correlate the y-cracking and design and construction variables.
• Format:
  PDF
• Funding:
  2230
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:faad95c1797c5f6f096395980c7c34e92485d909defd53ab03c1c06079f21b0b7d76e36ab0429224f4155f9b790d329f0d3c12c3afdee2a289dff0d9dc53b321
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/89156/dot_89156_DS1.pdf
• File Type:
  [PDF - 4.60 MB ]