SECTION 75
MISCELLANEOUS METAL
546
The Contractor shall be responsible for determining the required lengths of
the cable assemblies.
The Contractor shall notify the Engineer, in writing, at least 2 days prior to
tightening and setting of cable restrainer units.
• The following materials shall be furnished to the Engineer at the
manufacturer's plant:
1. One sample cable assembly, consisting of a cable properly fitted with a
swaged fitting and right hand thread stud at both ends, one meter {3 feet}
in total length, for each 200 cable assemblies or fraction thereof produced.
2. One turnbuckle fitted with a 200 mm {8-inch} stud at each end for each
200 turnbuckles or fraction thereof produced.
3. One percent of the cable yield indicators, but not fewer than 8, produced
from each mill heat.
4. Two disc springs of each size produced from each mill heat.
• Free ends of cable for restrainer units shall be securely wrapped at each end to
prevent separation.
• Bolts, thread locking system and concrete anchorage devices shall conform to
the provisions in Section 75-1.03, "Miscellaneous Bridge Metal."
• Unless otherwise specified, steel parts shall conform to the requirements in
ASTM Designation: A 36/A 36M. Steel for bearing bars or pins shall conform to
the requirements in ASTM Designation: A 36/A 36M or A 576 Grade 1030 (AISI
1030) and shall be other than rimmed or capped steel.
• Pipe sleeves shall be commercial quality welded steel pipe.
• Steel parts shall be galvanized in conformance with the provisions in Section
75-1.05, "Galvanizing." Holes may be drilled after galvanizing provided all holes
are repaired as provided in Section 75-1.05.
• Fabrication and welding shall conform to the provisions in Section 75-1.03,
"Miscellaneous Bridge Metal." The minimum size of fillet welds shall conform to
the requirements in AWS D1.1 except as modified below:
Base Metal Thickness of
Thicker Part Joined
(millimeters {inches})
Minimum Size of
Fillet Weld
(millimeters {inches})
Over 19 {
3/4
} to 38 {1
1/2
}
8 {
5/16
}
Over 38 {1
1/2
} to 57 {2
1/4
}
10 {
3/8
}
Over 57 {2
1/4
} to 150 {6}
13 {
1/2
}
Over 150 {6}
16 {
5/8
}
• Concrete for filling cable drum units shall conform to the provisions in Section
90-10, "Minor Concrete," or shall be a commercial grade pea gravel mix with not
less than 400 kg {674 pounds} of cement per cubic meter {cubic yard}.
• Existing structural steel paint areas damaged by the Contractor's operations and
holes drilled through existing steel members shall be repaired in conformance with
the provisions for repair of galvanized surfaces in Section 75-1.05, "Galvanizing,"
at the Contractor's expense.



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