Rutting and fatigue properties of plant mixes from AE stone.

Details

• Creators:
  Maher, Ali ; Bennert, Thomas
• Corporate Creators:
  Rutgers University. Center for Advanced Infrastructure and Transportation
• Corporate Contributors:
  United States. Department of Transportation. Research and Innovative Technology Administration ; United States. Federal Highway Administration
• Subject/TRT Terms:
  • Rutting
  • Asphalt pavements
  • Pavement performance
  • Testing
  • Pavements, Asphalt--New Jersey--Testing
  • Pavements--Performance--New Jersey
• Publication/ Report Number:
  AES-RU9247
• Resource Type:
  Tech Report
• Geographical Coverage:
  New Jersey
• Edition:
  Final report; Jan. 2006-June 2006.
• Corporate Publisher:
  Rutgers University. Center for Advanced Infrastructure and Transportation
• Abstract:
  Loose mix from A.E. Stone, Inc. in Egg Harbor Township, NJ was supplied to the ; Rutgers Asphalt Pavement Laboratory (RAPL) for evaluation. Three different plant ; mixes were supplied for permanent deformation (rutting) and flexural fatigue testing; 1) ; A.E. Stone ¼” Mix, 2) I-4 HD, and 3) I-5 HD. To evaluate the rutting resistance ; properties of the different HMA mixes, the samples were tested in the Asphalt Pavement ; Analyzer (APA). Meanwhile, to compare the fatigue properties the different HMA ; mixes, the Flexural Fatigue Device (FFD) was used. A brief description of each the ; testing devices are provided below.
• Format:
  PDF
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/18361/dot_18361_DS1.pdf
• File Type:
  [PDF - 883.43 KB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha256:eac0d5a1927b5eb5dc54ecca3edadfb1e98548e3f2b65ef5a8372508b6892e64