01350000

Component

http://www.trb.org/Publications/Blurbs/165649.aspx

This presentation includes an overview and comparison of different rut depth transfer functions that were included in a modified version of the Mechanistic–Empirical Pavement Design Guide (MEPDG) software identified as Version 9-30A, prepared under NCHRP project 9-30A. The presentation is grouped into four areas: (1) overview of the project objectives and rut depth transfer functions, (2) comparison of predicted and measured rut depths using the different transfer functions, (3) assessment and effectiveness of the transfer functions, and (4) a summary of the observations and findings from the project.

01349996

English

pp 20-27

2011-7

Transportation Research Circular

Web

Figures

Asphalt mixtures; Calibration; Depth; Hot mix asphalt; Mathematical models; Mix design; Pavement design; Ruts (Pavements); Transfer functions

Mechanistic-Empirical Pavement Design Guide

Design; Highways; Materials; Pavements; I22: Design of Pavements, Railways and Guideways; I31: Bituminous Binders and Materials

TRIS, TRB

Aug 16 2011 3:35PM

• Hawaii’s Efforts to Implement the Mechanistic–Empirical Pavement Design Guide
• New Jersey’s Efforts to Implement the Mechanistic–Empirical Pavement Design Guide
• Sensitivity Analyses for Flexible Pavement Design with the Mechanistic–Empirical Pavement Design Guide. Conclusion
• Sensitivity Analyses for Flexible Pavement Design with the Mechanistic–Empirical Pavement Design Guide. Introduction
• Sensitivity Analysis as Decision Support Tool for Missouri Department of Transportation MEPDG Implementation
• Sensitivity Analysis for Flexible Pavement Design Using the Mechanistic–Empirical Pavement Design Guide
• Summary of Mechanistic–Empirical Pavement Design Guide Regional User-Group Meetings
• Utah’s Efforts to Implement the Mechanistic–Empirical Pavement Design Guide: Asphalt Binder Uniformity Study
• Virginia Mechanistic–Empirical Pavement Design Guide Research: Influence of Traffic and Materials Research