ASTM D 1339
(1984) Sulfite Ion in Water
ASTM D 1751
(1999) Preformed Expansion Joint Filler
for Concrete Paving and Structural
Construction (Nonextruding and Resilient
Bituminous Types)
ASTM D 1752
(2004a) Preformed Sponge Rubber and Cork
Expansion Joint Fillers for Concrete
Paving and Structural Construction
ASTM D 3867
(2004) Nitrite-Nitrate in Water
ASTM D 512
(2004) Chloride Ion in Water
ASTM D 516
(2002) Sulfate Ion in Water
ASTM E 329
(2003) Agencies Engaged in the Testing
and/or Inspection of Materials Used in
Construction
U.S. ARMY CORPS OF ENGINEERS (USACE)
COE CRD-C 572
(1974) Specifications for
Polyvinylchloride Waterstops
COE CRD-C 61
(1989A) Test Method for Determining the
Resistance of Freshly Mixed Concrete to
Washing Out in Water
U.S. GENERAL SERVICES ADMINISTRATION (GSA)
FS SS-S-1614
(Rev A; Am 1) Sealants,
Joint,Jet-Fuel-Resistant, Hot-Applied, for
Portland Cement and Tar Concrete Pavements
FS SS-S-200
(Rev E; Am 2) Sealant, Joint,
Two-Component, Jet-Blast-Resistant,
Cold-Applied, for Portland Cement Concrete
Pavement
1.2
DEFINITIONS
a.
"Blending size" is an aggregate that complies with the quality
requirements in ASTM C 33 and paragraph entitled "Aggregates" and
as modified herein and can be blended with coarse and fine
aggregate to produce a well graded combined grading.
b.
"Cementitious material" as used herein shall include portland
cement, pozzolan, fly ash, ground granulated blast-furnace slag,
and [silica fume].
c.
"Design strength" (f'c) is the specified compressive strength of
concrete to meet structural design criteria.
d.
"Marine concrete" is that concrete that will be in contact with or
subject to submersion, tidal variations, splash, or spray from
water in navigable waterways.
SECTION 03311
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