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Title:

Use of Statistical Resampling Methods for Calibrating the Rigid Pavement Performance Models in Michigan

Accession Number:

01553016

Record Type:

Component

Availability:

Transportation Research Board Business Office

500 Fifth Street, NW
Washington, DC 20001 United States

Abstract:

The performance prediction models in the Pavement-ME design software are nationally calibrated using in-service pavement material properties, pavement structure, climate and truck loadings, and performance data obtained from the Long-Term Pavement Performance (LTPP) program. Generally, the nationally calibrated models may not perform well if the inputs and performance data used to calibrate those do not represent the local conditions and construction practices. Therefore, before implementing the new mechanistic-empirical (M-E) design procedure, each state highway agency (SHA) should evaluate how well the nationally calibrated performance models predict the measured field performance. The local calibrations of the Pavement-ME performance models are recommended to improve the performance prediction capabilities to reflect the unique conditions and design practices. During the local calibration process, the traditional calibration techniques (split sampling) may not necessarily provide adequate results when a limited number of pavement sections is available. Consequently, there is a need to employ statistical methodologies that are more efficient and robust for model calibrations given the data related challenges encountered by SHAs. The bootstrap is a nonparametric and robust resampling technique for estimating standard errors and confidence intervals of a statistic. The main advantage of bootstrapping is that model parameters estimation is possible without making distribution assumptions. This paper presents the use of bootstrapping to locally calibrate the performance models for rigid pavements. The results of the calibration show that the standard error of estimate (SEE) and bias are lower than the traditional statistical methods. In addition, the validation statistics are similar to that of the locally calibrated model, especially for the International Roughness Index (IRI) model, which indicates robustness of the local model coefficients.

Supplemental Notes:

This paper was sponsored by TRB committee AFD50 Rigid Pavement Design.

Monograph Accession #:

01550057

Report/Paper Numbers:

15-5748

Language:

English

Corporate Authors:

Transportation Research Board

500 Fifth Street, NW
Washington, DC 20001 United States

Authors:

Haider, Syed Waqar
Brink, Wouter C
Buch, Neeraj

Pagination:

18p

Publication Date:

2015

Conference:

Transportation Research Board 94th Annual Meeting

Location: Washington DC, United States
Date: 2015-1-11 to 2015-1-15
Sponsors: Transportation Research Board

Media Type:

Digital/other

Features:

Figures; References; Tables

Uncontrolled Terms:

Geographic Terms:

Subject Areas:

Design; Highways; Pavements; I22: Design of Pavements, Railways and Guideways

Source Data:

Transportation Research Board Annual Meeting 2015 Paper #15-5748

Files:

TRIS, TRB, ATRI

Created Date:

Dec 30 2014 1:55PM