rdf-syntax-grammar
mods:
  schema location: http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
  title info:
    title: Quantification of the effect of maintenance activities on Texas road network
  name:
    name part: Prozzi, Jorge Alberto.
    role:
      role term: creator
  name:
    name part: Banerjee, Ambarish.
  name:
    name part: University of Texas at Austin
    name part: Center for Transportation Research.
  type of resource: text
  genre: bibliography
  origin info:
    place:
      place term: txu
    date issued: 2012
    issuance: monographic
  language:
    language term: eng
  physical description:
    form: print
    extent: xvii, 36 pages : illustrations ; 28 cm.
  abstract: Pavement structures are designed for a finite life, usually referred to as performance period. This performance period is typically between 20 to 25 years for flexible pavements and between 25 and 40 years for rigid pavements. After this period, the pavement is predicted to reach a terminal level in terms of several preset criteria. This performance period can be reached by designing a structure that will withstand the effects of traffic and the environment through the design period or by planning a series of maintenance and rehabilitation activities that will keep the structure above the present terminal levels until the end of the design life is reached. The objective of this study is to gather data on pavement performance from FHWA's Long-Term Pavement Performance (LTPP) study. The sections will be selected such that they provide enough time-series information to obtain reliable pavement performance trends. Once the data are collected, the various pavement sections will be modeled using mechanistic-empirical principles and they performance will be predicted. The Mechanistic Empirical Pavement Design Guide (MEPDG) will be used for this purpose. In addition, empirical performance models will be developed to capture the performance (and in particular the differential performance) of the various sections. Once these two types of performance models are available, we will compare the effectiveness of the three types of sections.
  note: by Jorge Prozzi and Ambarish Banerjee.
  note: Performing organization: Center for Transportation Research, University of Texas at Austin.
  note: "August 2012."
  note: Also available online.
  note: Technical report; Sept. 1, 2010-Aug. 31, 2011.
  note: Sponsored by the Southwest Region University Transportation Center, Texas Transportation Institute, Texas A & M University System.
  note: "Supported by general revenues from the State of Texas"--Technical rept. documentation p.
  note: Includes bibliographical references (pages 35-36). 17
  subject:
    geographic code: n-us-tx
  subject:
    topic: Pavements
    topic: Performance
    geographic: Texas
    topic: Computer simulation
  subject:
    topic: Pavement performance
  subject:
    topic: Computer models
  subject:
    topic: Pavement maintenance
  subject:
    topic: Rehabilitation (Maintenance)
  subject:
    topic: Pavement preservation
    topic: Rehabilitation
    topic: MEPDG
    topic: LTPP
    topic: SPS-3
    topic: SPS-5
  related item:
    title info:
      title: Research report (Southwest Region University Transportation Center (U.S.)) ; 12/161125-1
  identifier: http://swutc.tamu.edu/publications/technicalreports/161125-1.pdf
  related item:
    location:
      url: http://swutc.tamu.edu/publications/technicalreports/161125-1.pdf
  record info:
    record content source: OHDOT
    record creation date: 130109
    record change date: 20151202172723.0
    record identifier: in00002861205