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Suggested Citation:"Appendices." National Academies of Sciences, Engineering, and Medicine. 2010. Models for Predicting Reflection Cracking of Hot-Mix Asphalt Overlays. Washington, DC: The National Academies Press. doi: 10.17226/14410.
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Page 60

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60 Appendices A through T are not published herein but they are available on the NCHRP Report 669 summary web page at http://www.trb.org/Main/Blurbs/163988.aspx. The titles of the appen- dices are: Appendix A: Program Flow Charts Appendix B: Pavement Temperature Prediction Appendix C: Categorization of Traffic Loads Appendix D: Cumulative Axle Load Distribution as a Function of Tire Footprint Length Appendix E: Determination of Hourly Traffic Numbers Appendix F: Artificial Neural Network Models of Stress Intensity Factors Appendix G: Binder and Mixture Properties Appendix H: Fracture Properties of Asphalt Mixtures Appendix I: Viscoelastic Thermal Stress Computation Appendix J: Collection of Test Sections and Field Performance Data Appendix K: Reflection Cracking Amount and Severity Model Appendix L: Calibration of the Reflection Cracking Amount and Severity Model Appendix M: Calibrated Parameters of the Reflection Cracking Amount and Severity Model Appendix N: Calibration of the Computational Model to Field Data Appendix O: User’s Guide to the Reflection Cracking Model Appendix P: User’s Guide to the Computational Model to Field Data Calibration Program Appendix Q: Finite Element Program to Calculate Stress Intensity Factor Appendix R: Evaluation of Available Reflection Cracking Models Appendix S: Sensitivity Analysis of Designing Program Appendix T: The Comparison of Field Data and Predicting Results Appendices

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 669: Models for Predicting Reflection Cracking of Hot-Mix Asphalt Overlays explores mechanistic-based models for predicting the extent and severity of reflection cracking in hot-mix asphalt overlays.

Appendices A through T to NCHRP Report 669 are available online. The titles of the appendices are as follows:

Appendix A: Program Flow Charts

Appendix B: Pavement Temperature Prediction

Appendix C: Categorization of Traffic Loads

Appendix D: Cumulative Axle Load Distribution as a Function of Tire Footprint Length

Appendix E: Determination of Hourly Traffic Numbers

Appendix F: Artificial Neural Network Models of Stress Intensity Factors

Appendix G: Binder and Mixture Properties

Appendix H: Fracture Properties of Asphalt Mixtures

Appendix I: Viscoelastic Thermal Stress Computation

Appendix J: Collection of Test Sections and Field Performance Data

Appendix K: Reflection Cracking Amount and Severity Model

Appendix L: Calibration of the Reflection Cracking Amount and Severity Model

Appendix M: Calibrated Parameters of the Reflection Cracking Amount and Severity Model

Appendix N: Calibration of the Computational Model to Field Data

Appendix O: User’s Guide to the Reflection Cracking Model

Appendix P: User’s Guide to the Computational Model to Field Data Calibration Program

Appendix Q: Finite Element Program to Calculate Stress Intensity Factor

Appendix R: Evaluation of Available Reflection Cracking Models

Appendix S: Sensitivity Analysis of Designing Program

Appendix T: The Comparison of Field Data and Predicting Results

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