Table of Contents
1.SCOPE
2.REFERENCEDDOCUMENTS
PARTI
3.GELTIME-APPARATUSANDMATERIALS
4.GELTIME-PROCEDURE
5.POTLIFE(OPTIONALPROCEDURE)-APPARATUSAND
MATERIALS
6.POTLIFE(OPTIONALPROCEDURE)-PROCEDURE
INFRAREDSPECTRUM
7.APPARATUS
8.PROCEDURE
DENSITY
9.APPARATUSANDPROCEDURE
BROOKFIELDVISCOSITY
10.APPARATUSANDMATERIALS
11.PROCEDURE
12.CALCULATION
SAGTEST
13.APPARATUSANDMATERIALS
14.PROCEDURE
BONDSTRENGTHTOCONCRETE
15.APPARATUSANDMATERIALS
16.PROCEDURE
TENSILEADHESIONANDCOHESION
17.APPARATUSANDMATERIALS
18.PROCEDURE
SLANTSHEARSTRENGTH
19.MATERIALS
20.APPARATUS
21.PROCEDURE
22.CALCULATIONS
SHEARRATIO
23.APPARATUSANDMATERIALS
24.PROCEDURE
25.CALCULATIONS
PARTII
26.PREPARATIONOFSAMPLE
27.CONSISTENCY
28.POTLIFE
29.SETTIME
30.THIXOTROPY
31.ADHESIVESHEARSTRENGTH
32.WATERGAIN
33.IMPACTSTRENGTH
34.BONDINGOFFRESHPORTLANDCEMENTCONCRETETOCURED
PORTLANDCEMENTCONCRETE
35.WETSTRENGTH 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, and are divided into two parts: - Part I (Sections 3 through 25) covers M 235M/M 235, Class I and II, and M 237, Class I adhesives. - Part II (Sections 26 through 35) covers M 235M/M 235, Class III and M 237, Class II adhesives.
