When it is required to transport critical material
over trackage where Contractor is working, or to
utilize portal cranes in work areas, Government will
notify Contractor at least 5 calendar days, or as
required, in advance so that he may schedule his
work accordingly. If necessary, work scheduling for
the entire project will be discussed during the
pre-construction conference and present a proposed
work schedule not later than 5 calendar days (or as
required) after the pre-construction conference.
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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 NATIONAL STANDARDS INSTITUTE (ANSI)
ANSI B18.2.1
(1996; Errata 2003) Square and Hex Bolts
and Screws Inch Series
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE-OF-WAY ASSOCIATION
(AREMA)
AREMA Manual
(2004) Manual for Railway Engineering
AREMA Track Plans
(2003) Portfolio of Trackwork Plans
AMERICAN WELDING SOCIETY (AWS)
AWS D1.1/D1.1M
(2004) Structural Welding Code - Steel
ASME INTERNATIONAL (ASME)
ASME B18.2.2
(1987; R 1999) Square and Hex Nuts
ASTM INTERNATIONAL (ASTM)
ASTM A 1
(2000) Carbon Steel Tee Rails
ASTM A 128/A 128M
(1993; R 2003) Steel Castings, Austenitic
ASTM A 183
(2003) Carbon Steel Track Bolts and Nuts
ASTM A 283/A 283M
(2003) Low and Intermediate Tensile
SECTION 14606N
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