2.1.7.2
Non-Pressure Epoxy Grout
ASTM C 881/C 881M Type IV, Grade [2] [3], Class [B] [C] with or without
mineral filler. For setting anchors and dowels, use Type III, Grade [2]
[3] with mineral filler.
2.1.7.3
Epoxy Injection Adhesive
ASTM C 881/C 881M, Type IV, Grade 1, Class [B] [C] without filler.
2.1.7.4
Crack Surface Sealer for Injection Grouting
ASTM C 881/C 881M, Type IV, Grade 3, Class [B] [C] with mineral filler.
2.1.7.5
Epoxy Bonding Agent
ASTM C 881/C 881M, Type II or V. Type II material for non-loadbearing
applications. Type V material for load bearing applications.
2.1.8
Bond Breaker
**************************************************************************
NOTE: ASTM D 2822 is an asphalt roofing cement, ASTM
D 226 and ASTM D 4869 are asphalt saturated organic
felt. ASTM D 2103 is polyethylene sheet. AASHTO M
288 is geotextile. ASTM D 450 is a bituminous
coating.
**************************************************************************
[ASTM D 2822], [ASTM D 4869], [ASTM D 226, Type I] ,ASTM D 2103, minimum
thickness 0.25 mm0.010 inch, [AASHTO M 288, Erosion Control, Class B], [
ASTM D 450, Type II].
2.1.9
Field-Molded Sealants and Primer
**************************************************************************
NOTE: Verify with ACI 504 that sealants are
appropriate for the project requirements.
**************************************************************************
Sealants and primers shall meet the requirements specified in Section [
03151A EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN CONCRETE FOR CIVIL
WORKS][03307 CONCRETE FOR MINOR STRUCTURES].
2.1.10
High-Strength Steel Bars
ASTM A 722/A 722M, Type [I] [or] [II], meeting all supplementary
requirements.
2.1.11
Compression Seals and Lubricant
Compression seals shall meet the requirements specified in Section 03151A
EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN CONCRETE FOR CIVIL WORKS.
2.1.12
Epoxy-Coated Steel Bars
ASTM A 722/A 722M, Type [I] [or] [II], conforming to the coating
requirements of ASTM A 775/A 775M, 0.3 mm (8 mils)8 mils minimum thickness.
Coating at the anchorage end may be omitted over the length provided for
SECTION 03931
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