Evaluation Of Pavement Performance On Del 23
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Evaluation Of Pavement Performance On Del 23
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Author : Ohio Research Institute for Transportation and the Environment
language : en
Publisher:
Release Date : 2007
Evaluation Of Pavement Performance On Del 23 written by Ohio Research Institute for Transportation and the Environment and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2007 with Pavements categories.
In 1994, a ramp containing two AC and two PCC sections in the SPS-8 experiment was constructed on the Ohio SHRP Test Road. In 1996, 36 more sections in the SPS-1, SPS-2 and SPS-9 experiments were opened to traffic on the mainline pavement. The response and performance of these sections, climatic information from an on-site weather station, subsurface environmental conditions from sensors installed in several test sections, and traffic loading from an on-site weigh-in-motion (WIM) system have been monitored and incorporated into the national LTPP database. Analyses of these data have been published in a number of reports, technical papers and bulletins. The research project documented in this report was the latest effort by ODOT to continue monitoring the response and performance of many of the original 40 test sections and several sections constructed later to replace the lighter designs which, as anticipated, showed early distress. Data in this report cover the years 2000-2005. In addition to the new response and performance data obtained on the test road, this report includes: an analysis of current methodologies to mathematically model AC and PCC pavement structures, a petrographic analysis of concrete from three different PCC pavement mixes and a lean concrete base, and an in-depth analysis of WIM data. Three other experimental pavements have been constructed on ATH 50, LOG 33 and ERI/LOR 2 to evaluate the response and performance of specific parameters of interest to ODOT. These parameters included: high performance concrete containing ground granulated blast furnace slag and different types of dowel bars on ATH 50, different types of base material under flexible pavement on LOG 33, and different types of base material under rigid pavement on ERI/LOR 2. This report also contains data collected on these three pavements during 2000-2005.
Pavement Performance
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Author : National Research Council (U.S.). Highway Research Board. Annual Meeting
language : en
Publisher:
Release Date : 1958
Pavement Performance written by National Research Council (U.S.). Highway Research Board. Annual Meeting and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1958 with Pavements categories.
Moving From Subjective To Objective Evaluation Of Pavement Performance
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Author :
language : en
Publisher:
Release Date : 1986
Moving From Subjective To Objective Evaluation Of Pavement Performance written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1986 with categories.
Pavement Performance Evaluation Phase Ii
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Author : Sameh Zaghloul
language : en
Publisher:
Release Date : 2008
Pavement Performance Evaluation Phase Ii written by Sameh Zaghloul and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2008 with Pavements categories.
Pavement Design Evaluation And Performance
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Author : Transportation Research Board
language : en
Publisher:
Release Date : 1976
Pavement Design Evaluation And Performance written by Transportation Research Board and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1976 with categories.
Pavement Performance Evaluation By Using Field Data
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Author :
language : en
Publisher:
Release Date : 2006
Pavement Performance Evaluation By Using Field Data written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2006 with Nondestructive testing categories.
Evaluation Of Uncrushed Base Layers On Pavement Performance
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Author : Eric G. Johnson
language : en
Publisher:
Release Date : 1986
Evaluation Of Uncrushed Base Layers On Pavement Performance written by Eric G. Johnson and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1986 with Pavements categories.
Pavement Performance
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Author : National Research Council (U.S.). Highway Research Board
language : en
Publisher:
Release Date : 1958
Pavement Performance written by National Research Council (U.S.). Highway Research Board and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1958 with Pavements categories.
Evaluating Pavement Design Features
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Author : Christine M. Reed
language : en
Publisher:
Release Date : 1993
Evaluating Pavement Design Features written by Christine M. Reed and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 1993 with Pavements categories.
Guidelines For Implementing Nchrp 1 37a M E Design Procedures Literature Review
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Author :
language : en
Publisher:
Release Date : 2009
Guidelines For Implementing Nchrp 1 37a M E Design Procedures Literature Review written by and has been published by this book supported file pdf, txt, epub, kindle and other format this book has been release on 2009 with Pavements categories.
Highway agencies across the nation are moving towards implementation of the new AASHTO Mechanistic-Empirical Pavement Design Guide (MEPDG) for pavement design. The benefits of implementing the MEPDG for routine use in Ohio includes (1) achieving more cost effective and reliable pavement designs, (2) lower initial and life cycle costs to the agency, and (3) reduced highway user impact due to lane closures for maintenance and rehabilitation of pavements. Implementation of the MEPDG is a process that requires time and agency resources (staffing, training, testing facilities including equipment, and so on). A key requirement is validating the MEPDG's nationally calibrated pavement distress and smoothness prediction models when applied under Ohio conditions and performing local calibration if needed. Feasibility of using the MEPDG's national models in Ohio was investigated under this study using data from a limited number of LTPP projects located in Ohio. Results based on limited data showed inadequate goodness of fit and significant bias in a number of the MEPDG new HMA pavement and JPCP performance prediction models. Limited recalibration of these models showed promising results indicating that a full-scale recalibration effort using a more extensive database assembled from projects located throughout the state is feasible.