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Title:

Local Calibration of "Mechanistic–Empirical Pavement Design Guide" Rutting Model: Minnesota Road Research Project Test Sections

Accession Number:

01150957

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States
Order URL: http://www.trb.org/Main/Blurbs/Bitumin...s_and_Mixtures_2010_Volume_2_164857.aspx

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Order URL: http://worldcat.org/isbn/9780309160506

Abstract:

The AASHTO interim "Mechanistic–Empirical Pavement Design Guide" (MEPDG) was recently introduced in the United States. Many state agencies have conducted validation and local calibration of the MEPDG performance prediction models. In this study, time history rutting performance data for pavement sections at the Minnesota Department of Transportation full-scale pavement research facility [Minnesota Road Research Project (MnROAD)] have been used for an evaluation and local calibration of the MEPDG rutting model. A detailed comparison of the predicted total rutting, asphalt layer rutting, and measured rutting is presented. The reason that a conventional MEPDG model calibration was not feasible is discussed. Also, a modification of the rutting model is recommended. It was found that the locally calibrated model greatly improved the MEPDG rutting prediction for various pavement designs in MnROAD conditions.

Monograph Accession #:

01328172

Report/Paper Numbers:

10-0710

Language:

English

Authors:

Hoegh, Kyle
Khazanovich, Lev
Jensen, Maureen

Pagination:

pp 130-141

Publication Date:

2010

Serial:

Transportation Research Record: Journal of the Transportation Research Board

Issue Number: 2180
Publisher: Transportation Research Board
ISSN: 0361-1981

ISBN:

9780309160506

Media Type:

Print

Features:

Figures (10) ; References (12) ; Tables (4)

Geographic Terms:

Subject Areas:

Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways; I23: Properties of Road Surfaces

Files:

PRP, TRIS, TRB, ATRI

Created Date:

Jan 25 2010 10:20AM

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