The products developed under nchrp 7a have provided advancements in pavement design practices and work is continuing under nchrp, fhwa and various state agencies. Processed traffic data using trafload software as an input for nchrp 7a software, mechanisticempirical pavement design guide mepdg for new york state department of transportation nysdot. Proceedings of the northcentral states me pdg user group. Sep 27, 20 researchers are now incorporating the latest advances in pavement design into the new mechanisticempirical pavement design guide mepdg, developed under the national cooperative highway research program nchrp 7a project and adopted and published by aashto. The methods developed in this project, while compatible with the nchrp 1 37a design guide, are. A mechanisticempirical pavement design guide mepdg has been developed in the usa under nchrp 1 37a in 2004 to address shortcomings in the current pavement design methods. Pccp models for rehabilitation and reconstruction decisionmaking. Pdf sensitivity of nchrp 7a pavement design to traffic input. This site will provide progress reports as well as links to other merelated resources. Introduction to mepdg flexible pavement design 3 pdhs.
The calibrated faulting and roughness models are able to present the typical performance of wsdot pcc pavements. The guide for the mechanisticempirical design of new and rehabilitated pavement structures developed under nchrp project 1 37a is the stateoftheart procedure for the design of flexible and rigid pavement structures. Semantic scholar extracted view of implementation of the nchrp 7a design guide final report volume 2. Pavements, in conjunction with the national cooperative highway research program nchrp in nchrp report 7a, developed the mechanisticempirical pavement design guide mepdg. Information about projects initiated subsequent to 1988 is available below.
Following the direction of our parent organization the national academy of sciences, engineering, and medicine, the majority of our staff are working from home, until at least may 1. Implementation of the nchrp 7a design guide final report. The national cooperative highway research program nchrp project 919, superpave support and performance models management, recommended three simple performance tests spts to complement the superpave volumetric mixture design method. Acknowledgements the research team for nchrp project 7a. A significant amount of washington state department of transportation wsdot portland cement concrete pcc pavement that was placed in the 1960s is nearing the end of its serviceable life and must soon be rehabilitated or replaced.
Webcasts of design guide workshops mechanistic empirical. Pdf this study deals with the sensitivity of the nchrp 7a pavement design. Implementation of the nchrp 7a design guide final report volume 1. Summary of findings and implementation plan mdsha project no. A number of traffic data collection scenarios are simulated with the use of. Nchrp 7 development of the 2002 guide for the design. Evaluation of nchrp 7a rigid pavement design software. Mdots past, present, and future with me pavement design. Classification of wim data as level 1 through 3 is based on the specific location at which data are collected e. The eicm predicts temperature, moisture content, frost and thaw depths, among other parameters throughout the life of a pavement by using the inputs air temperature, wind speed, percent sunshine, precipitation, and relative humidity. The michigan department of transportation mdot is currently working towards implementing the new aashtoware me pavement design software. Nchrp s novel coronavirus disease covid19 response. The nchrp 7a design software takes all of these traffic inputs and. Data collection, processing, analysis and evaluation of pavements using ltpp database for 23 pavement sections located in seven different states.
Implementation of the nchrp 1 37a design guide final report volume 2. Calibration of nchrp 1 37a software for the washington state department of transportation. The new mepdg procedure involves three major steps. This study deals with the sensitivity of the nchrp 7a pavement design guide predictions to traffic data input. Calibration of nchrp 7a software for the washington. Shariq momin senior traffic engineer arcadis linkedin. In both cases, the nchrp 1 37a software automatically preprocesses all of the input data required for the analysis e. Implementation of the aashto mepdg in colorado jay goldbaum, p. The specific goal was to develop an aashto mechanistic empirical pavement design procedure by the year 2002. Pdf implementation of the nchrp 7a design guide final. As stated in the nchrp 1 37a final report nchrp 1 37a, 2004.
These are the dynamic modulus, flow time, and flow number tests. That is the origination of the popular name, 2002 guide. Pdf mechanisticempirical pavement design guide mepdg. Special edition of summary of progress through 1988.
Development of the 2002 guide for the design of new and rehabilitated pavement structures consisted of applied research associates, inc. Use the known mechanistic properties of materials to compute the internal material responses in. Appendix d nhi05037 federal highway administration. This in part is due to the paucity of field data available for calibrating the empirical distress models for drainage effects. This study deals with the sensitivity of the nchrp 1 37a pavement design guide predictions to traffic data input. Acknowledgements the research team for nchrp project 1 37a. This distribution of the mepdg developed in nchrp project 7a is made in. High volume secondary roadways average daily traffic adt 10,000 maybe designed using aashtoware pavement me version 2. Traffic data required for each of the three hierarchical input levels. This design guide is much more complex than the old aashto 1993 design method. Later he joined as the chair of the department of civil and environmental engineering on march 2, 2015 and as the dean of school of engineering and physical sciences seps on march 4, 2019.
Ara provides comprehensive pavement engineering research and consulting services for roadways, airfields, parking areas, and intermodal facilities. Longtime members of the transportation community, we have served hundreds of municipal, state, federal, military, and private organizations worldwide with improved pavement designs and performance. This guide incorporates pavement knowledge and experiences, which were developed during the last 50 years. The current version of the nchrp 1 37a design software does not yet include the capability for directly modeling drainage influences. The development of the mechanisticempirical pavement design guide mepdg under national cooperative highway research program nchrp projects 7a and 140d has significantly improved the ability of pavement designers to model and simulate the effects of the combination of traffic and. Development of design methods for geosynthetic reinforced.
Guidelines for implementing nchrp 7a me design procedures in ohio. Mar 30, 2004 the overall objective of the guide for the mechanisticempirical design of new and rehabilitated pavement structures referred to hereinafter as the design guide is to provide the highway community with a stateofthepractice tool for the design of new and rehabilitated pavement structures, based on mechanisticempirical principles. Introduction to mechanisticempirical pavement design guide. Vdot preparation plan for the implementation of the. Nchrp 7a, mechanistic empirical pavement design, distress. If youre involved with pavement design, you should have at least a basic understanding of the mechanisticempirical pavement design guide, also known as the mepdg. Nchrp 9 software lcreates required nchrp 7a data sets, for example the number of axles per truck by type of axle for each class of trucks seasonal factors from continuous classifier data twrg load distributions from load spectra. Empirical pavement design mepdg implementation girum merine, pe senior pavement engineer, vdot material division. Mndot, the university of minnesota, and the lrrb have initiated a project to further calibrate the 2002 design guide to minnesota materials, conditions, and performance. Nchrp 1 37a used materials and performance data from test facilities from across the nation.
Implementation of the nchrp 1 37a design guide final report volume 1. This document is also intended to help provide guidance for designers using the aashtoware pavement me software. Me pavement design is the latest generation of pavement design methodologies. Characterization of louisiana asphalt mixtures using april. Information on all projects initiated under the nchrp from its inception in 1962 through 1988 is included in nchrp web document 7. The purpose of this project was to develop design methods for geosynthetic reinforced flexible pavements that are compatible with the methods being developed in nchrp project 1 37a. Nchrp 1 37a models proved to be more suitable for wsdot conditions. In 2004, nchrp 7a was completed and delivered a mechanisticempirical pavement design guide and accompanying software. The project produced a mechanisticempirical me pavement design guide that includes a a guide for me design and analysis, 2 companion software with documentation and a user manual, and 3 implementation and training materials. Oct 02, 2012 its a mouthful to say, but that doesnt have to mean biting off more than you can chew. This guide incorporates latest pavement knowledge and experiences, which were developed during the last 50 years. North dakota implementation of mechanisticempirical pavement. Geotechnical aspects of pavements reference manual appendix d.
As a result, we felt that the time was right for recapturing the pavement engineering state of the art in a textbook. Nchrp 1 37a design guide nchrp 1 37 development of the 2002 guide. Highway administration, aashto, or the individual states participating in the national cooperative highway research program. The objectives of this study are 1 to compare flexible pavement designs and performance between the empirical 1993 aashto pavement design guide and the mechanisticempirical. Sensitivity of nchrp 7a pavement design to traffic input. These samples are used to create a matrix of design scenarios which were then be run through the nchrp 7a design software, to predict. Phase ii, identified stateofthepractice performance models and supporting test methods for use in the recommended mechanisticempirical pavement design guide and software.
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