Deterioration of Iowa Highway Concrete Pavements: A Petrographic Study
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Table of Contents
Executive Summary
Abstract
List of Figures
List of Tables
1. INTRODUCTION
1.1 Background
1.2 Objective of the Study and Project Plans
1.3 Previous Studies
2. TECHNICAL APPROACH
2.1 Field Observations of Pavements
2.2 Analysis of Concrete Mixture Design
2.3 Cement Composition Analyses
2.4 Specimen Preparation
2.5 Air Void System Analysis
3. RESULTS
3.1 Air Void Analysis
3.2 Petrographic Analysis
Iowa 175 Test Road
Iowa 175 Cores
Site Description US 20, Mile 134.4
Core Descriptions
US 20 Location 2, Webster County
Core Descriptions
US 20, Webster County Location 3
Core Descriptions
Iowa I-35, Story County
Iowa I-80
4. DISCUSSION AND CONCLUSIONS
4.1 Primary Cause of Pavement Deterioration
4.2 The Significance of Secondary Ettringite
4.3 Freezing and Thawing
4.4 Microcracking
4.5 Alkali-Aggregate Reaction
4.6 Delayed Ettringite Formation
4.7 Fly Ash
5. ACKNOWLEDGEMENTS
Appendix A
6. REFERENCES