9. Locations, size, bell dimensions, and
installation sequence of load testing caisson, if
required.
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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.
AMERICAN WELDING SOCIETY (AWS)
AWS D1.1/D1.1M
(2004) Structural Welding Code - Steel
AWS D1.4
(1998) Structural Welding Code -
Reinforcing Steel
ASTM INTERNATIONAL (ASTM)
ASTM A 123
(1989a) Zinc (Hot Dip Galvanized) Coatings
on Iron and Steel Products
ASTM A 36/A 36M
(2004) Carbon Structural Steel
ASTM A 615/A 615M
(2004b) Deformed and Plain Billet-Steel
Bars for Concrete Reinforcement
ASTM A 616/A 616M
(1996a) Rail-Steel Deformed and Plain Bars
for Concrete Reinforcement
ASTM A 617/A 617M
(1996a) Axle-Steel Deformed and Plain Bars
for Concrete Reinforcement
ASTM D 1143
(1981; R 1994e1) Piles Under Static Axial
Compressive Load
ASTM D 1586
(1999) Penetration Test and Split-Barrel
Sampling of Soils
1.2
SUBMITTALS
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NOTE: Submittals must be limited to those necessary
for adequate quality control. The importance of an
item in the project should be one of the primary
factors in determining if a submittal for the item
SECTION 02468N
Page 4
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