length, inside and outside diameters, and inside surface details.
Materials[; G][; G, [_____]]
A system of identification which shows the disposition of
specific lots of approved materials in the work shall be
established and submitted before completion of the contract.
SD-04 Samples
[Epoxy-Coated Bars
Sample of coating material and 700 g 1.5 pounds of patching
material shall be submitted with the delivery of the bars.]
SD-06 Test Reports
Material[; G][; G, [_____]]
Tests, Inspections, and Verifications[; G][; G, [_____]]
Certified tests reports of reinforcement steel showing that the
steel complies with the applicable specifications shall be
furnished for each steel shipment and identified with specific
lots prior to placement. Three copies of the heat analyses shall
be provided for each lot of steel furnished and the Contractor
shall certify that the steel conforms to the heat analyses.
SD-07 Certificates
[Epoxy-Coated Steel Bars
Written certification for coating material and coated bars shall
be submitted with the delivery of the bars.]
Qualification of Steel Bar Butt-Splicers
Certificates on the Qualifications of Steel Bar Butt-Splicers
shall be submitted prior to commencing butt-splicing.
PART 2
PRODUCTS
2.1
MATERIALS
Materials shall conform to the following requirements.
2.1.1
Steel Bars
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NOTE 1: The grade of steel bars used in the design
must be indicated. ASTM A 615/A 615M, Grade 300(40)
bars are manufactured only in sizes 10 through 20 (3
through 6). ASTM A 996/A 996M, Grade 350 (50) bars
are furnished only in sizes 10 through 35 (3 through
11). Bar sizes 10 through 35 (3 through 11) shall
be Grade 300, 350, 400 (40, 50, or 60). Bar sizes
45 and 55 (14 and 18) shall be Grade 400 (60). Due
to the frequent unavailability of Grade 300 (40)
bars, designers may choose to not use Grade 300 (40)
bars. However, if Grade 300 (40) bars are used,
SECTION 03201
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