Monitoring and modeling of pavement response and performance task B : New York volume 2, I86 PCC.

Details

• Alternative Title:
  Monitoring and modeling of pavement response and performance task B : New York Pooled Fund Project TPF-5 (121) volume 2, I86 PCC
• Creators:
  Sargand, Shad M. ; Khoury, Issam S. ; Padilla-Llano, David
• Corporate Creators:
  Ohio University. Ohio Research Institute for Transportation and the Environment (ORITE)
• Corporate Contributors:
  Ohio. Dept. of Transportation. Innovation, Research, and Implementation Section ; New York (State). Dept. of Transportation ; United States. Federal Highway Administration
• Subject/TRT Terms:
  • Pavement design
  • Pavement performance
  • Pavement maintenance
  • Mathematical models Pavement design
  • Pavement performance
  • Pavement maintenance
  • Mathematical models
• Publication/ Report Number:
  FHWA/OH-2012/08B
• Resource Type:
  Tech Report
• Geographical Coverage:
  Ohio
• Edition:
  Technical report.
• Corporate Publisher:
  Ohio. Dept. of Transportation. Innovation, Research, and Implementation Section
• Abstract:
  In Cattaraugus County, New York State, Interstate 86 exhibited major distresses, and the jointed reinforced ; portland cement concrete pavement (JRCP) and was in need of rehabilitation by 2004. Three experimental sections ; were constructed in June 2006 using an unbonded overlay of jointed plain concrete pavement (JPCP). In one section ; the existing JRCP was untreated, in another it was rubblized, and in the third section it was broken and seated (B&S). ; Embedded sensors monitored strain, temperature, and displacement responses. The research effort included periodic ; monitoring of stress and strains due to environmental loads and measurement of responses induced by a falling weight ; deflectometer (FWD) to account for dynamic loads. ; Results of this study suggest that thermal gradients in the concrete slabs induce highest vertical displacements ; (curling), strains, and stresses in the untreated section. From dynamic loads, the largest deflections and strains are ; induced in the rubblized and B&S sections, while the untreated section exhibits the least severe dynamic response. ; Environmental strain responses were typically more critical near the top surface of the concrete, often in tension, ; suggesting probable top-down cracking mechanisms. This research improves the understanding of the physical effects ; of these fracturing techniques on unbonded overlays through a fully monitored investigation using in-situ ; instrumentation.
  More +
• Format:
  PDF
• Funding:
  Pooled Fund project TPF-5(121);State job no. 134287;Agreement no. 21182
• Download URL:
  https://rosap.ntl.bts.gov/view/dot/24478/dot_24478_DS1.pdf
• File Type:
  [PDF - 39.75 MB]
• Collection(s):
  US Transportation Collection
• Main Document Checksum:
  urn:sha-512:a7d9e7fc9b719fa7a6c9391c05aa2113742b36c01e904fc742c50635846580dddf13d27f046f26c7d219016b10951d73c6792c382ba7d38a23f83002fc66be65