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Division 800 — Materials

886Epoxy Resin Adhesives

GA · 2021 Standard Specifications✓ Full text on BuildSpecBook pages 1717–1719 Save this section

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SECTION 886 — Epoxy Resin Adhesives

886.1General Description

This section includes the requirements for the most common epoxy adhesives used in highway construction or maintenance. 886.1.01 Related References

A.Standard Specifications

General Provisions 101 through 150.

B.Referenced Documents

AASHTO T 237 ASTM 2240 Federal Hazardous Products Labeling Act GDT 58 QPL 15 NTPEP Committee Work Plan for Evaluation of Pavement Markers and Adhesives (RPM-15)

886.2Materials

886.2.01 Epoxy Resin Adhesives

A.Requirements
1.Use the types of epoxy adhesives below:
a.Type I-R: Rapid-setting marker adhesive for bonding raised pavement markers to pavement.
b.Type I-S: Standard setting marker adhesive for bonding raised pavement markers to pavement.
c.Type II: Epoxy adhesive for bonding plastic concrete to hardened concrete.
d.Type III: Epoxy adhesive for bonding hardened concrete to hardened concrete, or for bonding

miscellaneous materials such as metals.

e.Type IV: Epoxy adhesive for creating an epoxy mortar for use with clean concrete or mortar sand.
f.Type V: Epoxy adhesive for repairing cracks in concrete by intrusion grouting.
g.Type VI: Epoxy adhesive for a complete application or as a component in the application of a skid

resistant or protective coating on hardened Portland cement concrete or asphaltic concrete.

h.Type VII: Discontinued.
i.Type VIII: Epoxy adhesive used for anchors and dowel bar implants. Do not use in sustained tension load

applications. Either mix this epoxy by machine to the proper ratio or package it in a two-component cartridge with a mixing nozzle that thoroughly mixes the two components as they are dispensed. Use a nozzle at least 8 in. (200 mm) long.

2.Furnish the epoxy adhesive as two separate components.

1707 1707 1707

SECTION 886 — Epoxy Resin Adhesives
3.Viscosity

Ensure that the viscosities of the separate components are similar and conducive to easy blending of the epoxy adhesive system.

a.Submit the viscosity for the epoxy adhesive system to the Engineer.
b.Ensure that the viscosity of the mixed system is compatible with the intended use of the system.
4.Labeling

Clearly label each container of the separate components of an epoxy adhesive system with the following information: • Specification number and type • Component designation (A or B) • Manufacturer’s batch number—a batch is a single charge of all components in a mixing chamber • Expiration date (shelf life for separate components in original containers) • Mixing ratio and directions (by volume or weight as designated by the manufacturer) • Potential hazards and precautions according to the Federal Hazardous Products Labeling Act

5.Stencil the component designation on the top of each container.
6.Physical Requirements

Ensure that the mixed epoxy adhesive system meets the applicable requirements of Table 1.

7.Participation in the National Transportation Product Evaluation Program (NTPEP) evaluation for standard (non-

plowable), snow plowable, temporary and chip seal raised pavement makers and adhesives.

a.Pavement Markers Adhesives shall meet the requirements and testing criteria for the NTPEP evaluation of

adhesives.

b.Submit to the Office of Materials & Testing (OMAT), a letter of certification from the adhesive manufacturer

indicting testing was conducted by NTPEP.

B.Fabrication

General Provisions 101 through 150.

C.Acceptance

Each epoxy adhesive system shall meet the requirements of this Section. If the Department qualifies or disqualifies a system for one of the types specified, it will not affect the qualification or disqualification of any other type. The Department will reject any epoxy adhesive system that meets all the requirements of this Section, but fails in actual use. For a list of sources, see QPL 15.

D.Materials Warranty

General Provisions 101 through 150. 1708 1708 1708

SECTION 886 — Epoxy Resin Adhesives

TABLE 1 - MIXED EPOXY ADHESIVE SYSTEMS REQUIREMENTS Type Designation Property I-R I-S II III IV V VI VII VIII Test Method Pot Life at 77 °F (25 oC) (minutes) 6- 8- 30* 10- 30- 60 10- 30- 60 — GDT 58 Elongation at 77 °F (25 oC) (percent) — — — — 30** — 30** — 5% Max. GDT 58 Bond Strength, psi (MPa) at 1 hr and 77 °F (25 oC) at 3 hr and 77 °F (25 oC) at 24 hr and 77 °F (25 oC) 180 (1.2) — 400 (2.8) — 180 (1.2) 400 (2.8) — — 400 (2.8) — — 400 (2.8) — — 250 (1.7) — — 400 (2.8) — — 250 (1.7) — — — — 250 (1.7) 400 (2.8) GDT 58 Shore D Hardness at 77 °F (25 oC) — — — — 75 Max . — 35- 65 — — ASTM: 2240 SAG Test — — — — — — — — No Sag AASHTO: T 237 Wet Bond Test, psi (MPa) — — 400 (2.8) — — — — — — AASHTO: T 237 Section 31 Shelf Life*** (months) — Note: * Values are minimums except where a range is shown, or otherwise noted. ** Epoxy adhesive system only. *** For separate components in original containers. 1709 1709 1709

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Source: Standard Specifications for Construction of Transportation Systems, 2021 Edition. Pages 1717–1719 of 2,050. View official source ↗

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