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NCHRP Report 669:

Models for Predicting Reflection Cracking of Hot-Mix Asphalt Overlays

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Status: Not for Sale

Size: 72 pages, 8.5 x 11

Publication Year:2010

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To purchase a copy of this report, please visit www.trb.org.

Authors:
Fujie Zhou; Robert L Lytton; Sheng Hu; Rong Luo; Fang-Ling Tsai; Sang Ick Lee; Transportation Research Board
Authoring Organizations

Description:
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 ...
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Table of Contents
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Front Matter i-xi  
Organization of the Report 1-1 (skim)
Material Properties 2-2 (skim)
Calibration to Field Data 3-3 (skim)
Use in Design 4-4 (skim)
Available Reflection Cracking Models 5-5 (skim)
Selection of a Reflection Cracking Model 6-6 (skim)
Process of Constructing a Calibrated Reflection Cracking Model 7-7 (skim)
Collection of Pavement Structure Data 8-9 (skim)
Traffic Data Collection 10-10 (skim)
Axle Load Distribution Factor 11-12 (skim)
Categorizing Traffic Load 13-13 (skim)
Finite Element Method for Calculating SIF 14-16 (skim)
Method of Predicting SIF 17-18 (skim)
Modeling of Cumulative Axle Load Distribution 19-19 (skim)
Probability Density on Tire Patch Length 20-25 (skim)
Reflection Cracking Amount and Severity Model 26-26 (skim)
Calibration of Field Reflection Cracking Model 27-27 (skim)
System Identification Process 28-28 (skim)
Parameter Adjustment and Adaption Algorithm 29-29 (skim)
Calibrating Reflection Cracking Model of Test Sections 30-32 (skim)
Heat Transfer in Pavement 33-33 (skim)
The Bottom Boundary Condition 34-34 (skim)
Stiffness, Tensile Strength, Compliance, and Fracture Properties of Mixtures 35-35 (skim)
Artificial Neural Network Algorithms for Witczak's Complex Modulus Models 36-37 (skim)
Models of Paris and Erdogan's Law Fracture Coefficients A and n 38-38 (skim)
Computational Method for Crack Growth Due to Traffic 39-40 (skim)
Computational Method for Viscoelastic Thermal Stresses 41-41 (skim)
Computation-to-Field Calibration Coefficients 42-43 (skim)
Validation of the Calibration Coefficients 44-47 (skim)
Mechanistic Prediction of Crack Growth 48-48 (skim)
Calibration of Calculated Overlay Life to the Observed Distress 49-49 (skim)
Predictions of Overlay Reflection Cracking 50-54 (skim)
Calibration of the Computational Model to Field Data 55-55 (skim)
Suggested Research 56-57 (skim)
References 58-59 (skim)
Appendices 60-60 (skim)
Abbreviations used without definitions in TRB publications 61-61 (skim)

Description

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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