Table of Contents

1. SCOPE
2. REFERENCED DOCUMENTS
3. INTRODUCTION
4. DESIGN CONSIDERATIONS WHEN
   USING RAS IN ASPHALT MIXTURES
5. DETERMINING THE RAS AGGREGATE
   GRADATION AND SPECIFIC GRAVITY
6. BINDER QUANTITY REQUIREMENTS
   FOR EFFECTIVE ASPHALT
7. BINDER QUALITY REQUIREMENTS FOR
   BINDER EMBRITTLEMENT
8. KEYWORDS
9. REFERENCES
APPENDIX
X1. ALTERNATIVE UNCOMPACTED
    MIXTURE AGING PROCEDURE

Abstract

Describes guidance for designing asphalt mixtures that incorporates reclaimed asphalt shingles (RAS) from manufactured waste or tear-off sources.

General Product Information

Published
Document Type	Standard
Status	Current
Publisher	American Association of State Highway and Transportation Officials
Pages
ISBN
Supersedes	AASHTO PP 53 : 0