Cover Image

Not for Sale



View/Hide Left Panel
Click for next page ( 66


The National Academies | 500 Fifth St. N.W. | Washington, D.C. 20001
Copyright © National Academy of Sciences. All rights reserved.
Terms of Use and Privacy Statement



Below are the first 10 and last 10 pages of uncorrected machine-read text (when available) of this chapter, followed by the top 30 algorithmically extracted key phrases from the chapter as a whole.
Intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text on the opening pages of each chapter. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

Do not use for reproduction, copying, pasting, or reading; exclusively for search engines.

OCR for page 65
CHAPTER 6 Evaluating the Performance of Asphalt Concrete Mixtures This chapter presents an introduction to evaluating the performance of HMA mixtures in pavement systems. It provides mixture designers with a concise compilation of information relating HMA properties to the failure mechanisms discussed in Chapter 2: Rutting and permanent deformation Fatigue cracking Low-temperature cracking Moisture damage Durability HMA performance is strongly influenced by the composition of the mixture and the in-place density. The effect of binder properties, aggregate properties, and mixture volumetric properties on performance, which serves as the basis for the mixture design criteria in Chapters 8 and 10, are discussed. The important role of field compaction in the performance of dense-graded and SMA mixtures cannot be over emphasized. Marginally designed mixtures may perform adequately when properly compacted, but even the best designed mixture will not perform adequately when poorly compacted. In recent years there has been a growing interest in using performance testing and performance prediction models in HMA mixture design and acceptance. For higher traffic level designs, the three-level Superpave mixture design and analysis system developed during the Strategic Highway Research Program included a series of performance tests and models to evaluate the expected performance of an HMA mixture. Unfortunately due to complexity, high equipment costs, and the lack of field calibration for the models, the mixture analysis portion of this system was not fully implemented. Over the last 15 years, additional progress in performance testing has been made, and recently the Mechanistic-Empirical Pavement Design Guide (MEPDG) has been completed and made available to the profession. The MEPDG includes field-calibrated performance prediction models for rutting and cracking that can be used to predict the perfor- mance of an HMA mixture in a particular pavement section. Although performance is directly addressed by the mixture design processes presented in this manual through the material selection and volumetric criteria used in design, some agencies and mixture designers may desire confirmation through performance testing and modeling. This chapter also discusses various performance tests that can be used to assess HMA mixture per- formance and presents an introduction to the MEPDG and how this software can be used to complement the mixture design process. 65