Exploring The Importance of Traffic Data Input Levels for Mechanistic-Empirical Pavement Design [tech brief]

Selezneva, Olga I.; Von Quintus, Harold L.; Brink, Wouter; Applied Research Associates, Inc.; Engineering and Software Consultants, Inc.

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ROSA P serves as an archival repository of USDOT-published products including scientific findings, journal articles, guidelines, recommendations, or other information authored or co-authored by USDOT or funded partners. As a repository, ROSA P retains documents in their original published format to ensure public access to scientific information.

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Exploring The Importance of Traffic Data Input Levels for Mechanistic-Empirical Pavement Design [tech brief]

2021-03-01
By Selezneva, Olga I. ; Von Quintus, Harold L. ; Brink, Wouter

[PDF-403.56 KB]

English

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Details:

Creators:

Selezneva, Olga I. ; Von Quintus, Harold L. ; Brink, Wouter

Selezneva, Olga I. ; Von Quintus, Harold L. ; Brink, Wouter Less -
Corporate Creators:

Applied Research Associates, Inc. ; Engineering and Software Consultants, Inc.

Applied Research Associates, Inc. ; Engineering and Software Consultants, Inc. Less -
Contributors:

Wiser, Larry
Corporate Contributors:

Turner-Fairbank Highway Research Center ; United States. Department of Transportation. Federal Highway Administration. Office of Research, Development, and Technology

Turner-Fairbank Highway Research Center ; United States. Department of Transportation. Federal Highway Administration. Office of Research, Development, and Technology Less -
Subject/TRT Terms:

[+]

AASHTOWare Pavement ME Design Software LTPP Mechanistic-empirical Pavement Design Mechanistic–empirical Pavement Design MEPDG Pavement Design Pavement Performance PMED Traffic Data Weigh In Motion WIM
Publication/ Report Number:

FHWA-HRT-21-046
Resource Type:

Brief
Geographical Coverage:

United States
Corporate Publisher:

United States. Federal Highway Administration. Office of Research, Development, and Technology
Abstract:

This TechBrief summarizes an exploratory analysis of the AASHTOWare Pavement ME Design™ (PMED) software’s pavement performance predictions. The research team analyzed the sensitivity of PMED outputs to traffic input levels based on data from a sample of Long-Term Pavement Performance (LTPP) program sites. In this TechBrief, MEPDG refers to the method for analyzing and designing pavement structures described in the AASHTO’s Mechanistic–Empirical Pavement Design Guide, A Manual of Practice (MEPDG), while PMED refers specifically to the AASHTOWare Pavement ME Design™ software product that uses the MEPDG method.
Format:

PDF
Funding:

DTFH6117D00005, Task Order HRDI30190047PR
Collection(s):

Federal Highway Administration
Main Document Checksum:

[+]

urn:sha-512:7a1854ef032c3a2e53f8d3921ea5590f01c031e42503deebd86a8bca240b02847914d0f9481328b4db1087663166f1f6873c0021554fb296ffa9e8cfc588ca7d
Download URL:

https://rosap.ntl.bts.gov/view/dot/56409/dot_56409_DS1.pdf
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Exploring The Importance of Traffic Data Input Levels for Mechanistic-Empirical Pavement Design [tech brief]

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