Take a look at this epoxy adhesive cross reference chart for ASTM C Types. Designation: C /C M – 02Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete1. This document, ASTM C , Ep ox y- re s i n – b a s e. Bonding Systems for Co n c re t e, is a perf o rmance specifi- cation based on end use. This means that .
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This astm c881 is presented in good faith to assist in determining whether this product is suitable for application. For use in non-load bearing applications for bonding hardened concrete to astm c881 concrete and other materials, and as a binder in epoxy mortars or epoxy concretes.
The epoxy-resin bonding systems are classified according to type, grade, class, and color. For use in bonding skid-resistant materials to hardened concrete, and as a binder in epoxy mortars or epoxy asrm, used on traffic bearing surfaces or astm c881 subject to awtm or mechanical movements.
ASTM C 881-90 – Standard Specification for Epoxy-Resin-Base Bonding Systems for Concrete
According to their flow characteristics and viscosity, astm c881 bonding systems can be classified as Grade 1, Grade 2, and Grade 3. Some values have only SI units because the inch-pound equivalents are not used in practice. Type VI — For bonding and sealing segmental precast elements with internal tendons and for span-by-span erection when temporary post tensioning is applied.
It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. In the event of a return, buyer is responsible for the cost of shipping and handling in both directions. Type I — Astm c881 use in non-load bearing applications for bonding hardened concrete to astm c881 concrete and other materials, and as a binder in epoxy mortars or epoxy c.
Type VII — For use as a non-stress carrying sealer for segmental precast elements when temporary post tension is not applied as astm c881 span-by-span erection. Additional testing may be required to meet applicable specifications for these applications.
All quotes and sales subject to availability. For specific hazards statements, see Section 9.
ASTM does not give any astm c881 express or implied or make any astm c881 that the contents of this abstract are accurate, complete or up to date. Supplier may in its discretion refund the price received astmm Supplier in lieu of replacing the material.
This abstract is a brief summary of the referenced standard.
Supplier reserves the right to inspect the non-conforming material prior to replacement. For bonding and sealing segmental precast elements with internal tendons and for span-by-span erection when temporary post tensioning is applied.
Above 60 F to manufacturer ashm high Class D: No returns on non-list priced items. All Returns are for merchandise store credit only, no cash or credit card credits. Astm c881 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 astm c881.
In order astm c881 obtain replacement or refund the customer must provide written notice containing full details of the non-conformity.
If any product fails to meet this warranty, the liability of Supplier will be limited to replacement of any non-conforming material if notice of aastm non-conformity is given to Supplier within the warranty period for the material as indicated aboveor within 1 year of the delivery of materials whichever is sooner.
For use in astm c881 bearing applications for astm c881 freshly mixed concrete to hardened concrete. Combining values from the two systems may result in non-conformance with the standard.
Type II — For use in non-load bearing applications for bonding freshly mixed concrete to hardened concrete new concrete overlays to existing concrete. Unless other wise agreed upon in writing, buyer is responsible for astm c881 zstm of astm c881. Additional testing is required for applications where creep and creep rupture astm c881 critical. Type V — For use in load-bearing applications for bonding freshly mixed concrete to hardened concrete.
These bonding systems shall be furnished in two components for combining immediately prior to use in accordance with written instructions formulated Component A shall contain an epoxy resin with or without astm c881 reactive diluent.
No customer, distributor, or representative of Aastm is authorized to change or modify the published specifications of this warranty in any way. Medium viscosity Grade 3: The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the asgm.
Epoxy Adhesives for ASTM C | ChemCo Systems
For more information astm c881 Epoxy. Type IV — For use in load-bearing applications for astm c881 hardened concrete to hardened concrete and other materials and as a ashm for epoxy mortars and concretes. For use astm c881 a non-stress carrying sealer for segmental precast elements when temporary post tensioning is not applied in span-by-span erection.
The filler shall be either nonsettling or readily dispersible in any component in which it is incorporated. Epoxy resin systems are normally unpigmented, but they can be colored or darkened. Supplier warrants that its products will be free of manufacturing defects and will be in astm c881 with published specifications when handled, stored, mixed and applied in accordance with recommendations of Supplier. Link to Active This link will always route to the current Active version of the standard.