US 31W Jefferson County Pavement Surface Treatment Evaluation

Details

• Creators:
  Scully, Tim C.
• Corporate Creators:
  University of Kentucky Transportation Center
• Corporate Contributors:
  Kentucky Transportation Cabinet
• Subject/TRT Terms:
  Pavement Cracking Pavement Maintenance Paving
• Publication/ Report Number:
  KTC-18-14/FRT209 SHRP II
• DOI:
  https://doi.org/10.13023/ktc.rr.2018.14
• Resource Type:
  Tech Report
• Geographical Coverage:
  United States ; Kentucky
• Corporate Publisher:
  University of Kentucky Transportation Center
• Abstract:
  Reflective cracking inevitably occurs when asphaltic concrete (AC) is placed over an existing unfractured Portland cement concrete (PCC) pavement. However, manufacturers state their products will mitigate reflective cracking, therefore extending the pavement life cycle. To evaluate the performance of each manufacturer’s product, an experimental test section consisting of a southbound and northbound segment was established on US 31W in Louisville, Kentucky. The funding for this project will help track the performance of each product from the construction phase through the long-term monitoring phase. Hall Construction performed all work.
• Format:
  PDF
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha256:f700539a83726cb9f143a5a9b3d7a87f9f2747d76a964de3dbcdc4353de22632
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/43946/dot_43946_DS1.pdf
• File Type:
  [PDF - 686.90 KB ]