Table of Contents

1. SCOPE
2. REFERENCED DOCUMENTS
PART I
3. GEL TIME - APPARATUS AND MATERIALS
4. GEL TIME - PROCEDURE
5. POT LIFE (OPTIONAL PROCEDURE) - APPARATUS AND
    MATERIALS
6. POT LIFE (OPTIONAL PROCEDURE) - PROCEDURE
INFRARED SPECTRUM
7. APPARATUS
8. PROCEDURE
DENSITY
9. APPARATUS AND PROCEDURE
BROOKFIELD VISCOSITY
10. APPARATUS AND MATERIALS
11. PROCEDURE
12. CALCULATION
SAG TEST
13. APPARATUS AND MATERIALS
14. PROCEDURE
BOND STRENGTH TO CONCRETE
15. APPARATUS AND MATERIALS
16. PROCEDURE
TENSILE ADHESION AND COHESION
17. APPARATUS AND MATERIALS
18. PROCEDURE
SLANT SHEAR STRENGTH
19. MATERIALS
20. APPARATUS
21. PROCEDURE
22. CALCULATIONS
SHEAR RATIO
23. APPARATUS AND MATERIALS
24. PROCEDURE
25. CALCULATIONS
PART II
26. PREPARATION OF SAMPLE
27. CONSISTENCY
28. POT LIFE
29. SET TIME
30. THIXOTROPY
31. ADHESIVE SHEAR STRENGTH
32. WATER GAIN
33. IMPACT STRENGTH
34. BONDING OF FRESH PORTLAND CEMENT CONCRETE TO CURED
    PORTLAND CEMENT CONCRETE
35. WET STRENGTH

Abstract

Includes the examination of epoxy resin adhesives for use in bonding traffic markers to pavements, cured concrete to cured concrete, fresh concrete to cured concrete.

General Product Information

Published
Document Type	Standard
Status	Current
Publisher	American Association of State Highway and Transportation Officials
Pages
ISBN