ASTM C881 Products
CCS Epoxies for ASTM C 881, Types I, II, III, IV, V, VI and VII, Grades 1,2 and 3
CCS Epoxy Adhesive Cross Reference Chart for ASTM C881 Types
| Type* | Use | Grade 1 | Grade 2 | Grade 3 |
|---|---|---|---|---|
| I | Non-load Hard-hard | CCS IR Grout Std, Hi Ambient, Lo Viscosity, Slump Pumping, Hi Temp, Hi Ambient Temp, Underwater | CCS Bonder Liquid LWL and SWL | CCS Bonder Paste LWL and SWL |
| II | Non-load Fresh-hard | CCS Grout IR Low Exotherm | Bonder Liquid LWL and SWL | Bonder Paste LWL and SWL |
| III | Skid resist. mtl. to hard | CCS Bonder Patch, Nosing, Slurry | Binder, Bridge Deck | Lo Mod Bonder Paste |
| IV | Load Hard-hard | CCS IR Grout Std, Hi Ambient, Lo Viscosity, Slump Pumping, Hi Temp, Hi Ambient Temp, Underwater | Bonder Liquid LWL and SWL | Bonder Paste LWL and SWL |
| V | Load Fresh-Hard | CCS IR Grout Std, Hi Ambient, Lo Viscosity, Slump Pumping, Hi Temp, Hi Ambient Temp, Underwater | Bonder Liquid LWL and SWL | Bonder Paste LWL and SWL |
| VI | Load Segmental precast | N/A | N/A | Dowel/Rebar/Grout SWL and LWL |
| VII | Non-load Segmental precast | N/A | N/A | Dowel/Rebar/Grout SWL and LWL |
ASTM C881 Type Definitions
Type I — For use in non-load bearing applications for bonding hardened concrete to hardened concrete and other materials, and as a binder in epoxy mortars or epoxy c
Type II — For use in non-load bearing applications for bonding freshly mixed concrete to hardened concrete (new concrete overlays to existing concrete).
Type III — For use in bonding skid resistant materials to hardened concrete, and as a binder in epoxy mortars or epoxy concretes used on traffic bearing surfaces (or surfaces subject to thermal or mechanical movements).
Type IV — For use in load-bearing applications for bonding hardened concrete to hardened concrete and other materials and as a binder for epoxy mortars and concretes. This structural load bearing category is considered to be a technical equivalent to AASHTO M 235.
Type V — For use in load-bearing applications for bonding freshly mixed concrete to hardened concrete.
Type VI — For bonding and sealing segmental precast elements with internal tendons and for span-by-span erection when temporary post tensioning is applied
Type VII — For use as a non-stress carrying sealer for segmental precast elements when temporary post tension is not applied as in span-by-span erection.
ASTM C881 Grade Definitions
Grade 1 — Low Viscosity
Grade 2 — Medium Viscosity
Grade 3 — Non-Sag Viscosity
For additional background on applications, see the links Surface Preparation and Old-to-New Bonding
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