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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 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 Title: Monograph Accession #: 01550057
Report/Paper Numbers: 15-5748
Language: English
Corporate Authors: Transportation Research Board 500 Fifth Street, NW Authors: Haider, Syed WaqarBrink, Wouter CBuch, NeerajPagination: 18p
Publication Date: 2015
Conference:
Transportation Research Board 94th Annual Meeting
Location:
Washington DC, United States Media Type: Digital/other
Features: Figures; References; Tables
TRT Terms: 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
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