be repaired with non-pressure grout; and
4. Location and sizes of cracks to be filled by
pressure grouting.
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PART 1
GENERAL
1.1
REFERENCES
**************************************************************************
NOTE: Issue (date) of references included in
project specifications need not be more current than
provided by the latest guide specification. Use of
SpecsIntact automated reference checking is
recommended for projects based on older guide
specifications.
**************************************************************************
The publications listed below form a part of this specification to the
extent referenced. The publications are referred to within the text by the
basic designation only.
ASTM INTERNATIONAL (ASTM)
ASTM C 117
(2004) Materials Finer Than 75 micrometer
(No. 200) Sieve in Mineral Aggregates by
Washing
ASTM C 136
(2004) Sieve Analysis of Fine and Coarse
Aggregates
ASTM C 144
(2003) Aggregate for Masonry Mortar
ASTM C 31/C 31M
(2003a) Making and Curing Concrete Test
Specimens in the Field
ASTM C 33
(2003) Concrete Aggregates
ASTM C 39
(1993a) Compressive Strength of
Cylindrical Concrete Specimens
ASTM C 881
(1999) Epoxy-Resin-Base Bonding Systems
for Concrete
1.2
DEFINITIONS
1.2.1
Epoxy Resin Binder
A two-component epoxy bonding system in low and medium viscosities used by
itself as a primer or for producing epoxy concrete or mortars when mixed
with aggregate.
1.2.2
Epoxy Concrete
A combination of epoxy resin binder and fine and coarse aggregate used in
the repair of spalling along joints or cracks, small surface spalls or
"popouts."
SECTION 03930
Page 4
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