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325.13R-06
Concrete Overlays for Pavement Rehabilitation

2006, 39 pp.

$71.50


This report provides information on the use of concrete overlays for rehabilitation of both concrete (rigid) and asphalt (flexible) pavements.Selection, design, and construction of both bonded and unbonded overlaysare discussed. The overlay categories reviewed include bonded concrete overlays, unbonded concrete overlays, whitetopping overlays, and concrete overlays bonded to asphalt (ultra-thin and thin whitetopping). Information is also provided on selecting overlay alternatives. Significant portions of this document are based on a synthesis report prepared for the Federal Highway Administration (FHWA) by Applied Pavement Technology, Inc., under contract number DTFH61-00-P-00507. The report, “PortlandCement Concrete Overlays: State of the Technology Synthesis,” is availablefrom the FHWA as publication FHWA-IF-02-045.


Keywords: bond; concrete; joint; overlay; pavement (concrete); rehabilitation;repair.

Contents:

CONTENTS

Chapter 1—Introduction, p. 325.13R-2

1.1—Background

1.2—Purpose of report

1.3—Definitions and notation


Chapter 2—Concrete overlay types and

construction materials, p. 325.13R-4

2.1—Introduction

2.2—Types of concrete overlays

2.3—Overlay materials

2.4—Interface materials

2.5—Incidental materials

2.6—Concrete production, construction, and quality-control

issues


Chapter 3—Selection of concrete overlay

alternatives, p. 325.13R-11

3.1—Introduction

3.2—Effectiveness of different types of concrete overlays

3.3—Selection process


Chapter 4—Bonded concrete overlays, p. 325.13R-13

4.1—Introduction

4.2—Design

4.3—Construction


Chapter 5—Unbonded concrete overlays,

p. 325.13R-18

5.1—Introduction

5.2—Design

5.3—Construction

5.4—Performance


Chapter 6—Conventional whitetopping overlays,

p. 325.13R-25

6.1—Introduction

6.2—Design

6.3—Construction

6.4—Performance


Chapter 7—Ultra-thin and thin whitetopping

overlays, p. 325.13R-30

7.1—Introduction

7.2—Design

7.3—Construction

7.4—Performance


Chapter 8—References, p. 325.13R-35

8.1—Referenced standards and reports

8.2—Cited references

ACI