REINFORCING STEEL A. - ftp.dot.state.tx.us

1 ITEM 440 REINFORCING STEEL Description. Furnish and place REINFORCING STEEL of the sizes and details shown on the plans. Materials. A. Approved Mills. Before furnishing STEEL , producing mills of REINFORCING STEEL for the Department must be pre-approved in accordance with DMS-7320, Qualification Procedure for REINFORCING STEEL Mills, by the Construction Division, which maintains a list of approved producing mills. REINFORCING STEEL obtained from unapproved sources will not be accepted. B. Deformed Bar and Wire Reinforcement. Unless otherwise shown on the plans, REINFORCING STEEL must be Grade 60, and bar reinforcement must be deformed. REINFORCING STEEL must conform to one of the following: ASTM A 615, Grades 40 or 60; ASTM A 996, Type A, Grades 40 or 60; ASTM A 996, Type R, Grade 60, permitted in concrete pavement only (Furnish ASTM A 996, Type R bars as straight bars only and do not bend them.)

2 Bend tests are not required.); or ASTM A 706. The provisions of this Item take precedence over ASTM provisions. The nominal size, area, and weight of REINFORCING STEEL bars covered by this Item are shown in Table 1. Designate smooth bars up to No. 4 by size number and above No. 4 by diameter in inches. Table 1 Size, Area, and Weight of REINFORCING STEEL Bars Bar Size Number (in.) Bar Size Number (mm) Diameter (in.) Area (Sq. in.) Weight per Ft. 3 10 4 13 5 16 6 19 7 22 8 25 9 29 10 32

3 11 36 14 43 18 57 Note: Bar size numbers (in.) are based on the number of eighths of an inch included in the nominal diameter of the bar. Bar size numbers (mm) approximate the number of millimeters included in the nominal diameter of the bar. C. Smooth Bar and Spiral Reinforcement. Smooth bars and dowels for concrete pavement must have a minimum yield strength of 60 ksi and meet ASTM A 615. For smooth bars that are larger than No. 3, provide STEEL conforming to ASTM A 615 or meet the physical requirements of ASTM A 36. Spiral reinforcement may be smooth or deformed bars or wire of the minimum size or gauge shown on the plans.

4 Bars for spiral reinforcement must comply with ASTM A 615, Grade 40; ASTM A 996, Type A, Grade 40; or ASTM A 675, Grade 80, meeting dimensional requirements of ASTM A 615. Smooth wire must comply with ASTM A 82, and deformed wire must comply with ASTM A 496. D. Weldable REINFORCING STEEL . REINFORCING STEEL to be welded must comply with ASTM A 706 or have a carbon equivalent ( ) of at most A report of chemical analysis showing the percentages of elements necessary to establish is required for REINFORCING STEEL that does not meet ASTM A 706 to be structurally welded. These requirements do not pertain to miscellaneous welds on REINFORCING STEEL as defined in Section , Miscellaneous Welding Applications. Calculate using the following formula: 10%50%10%20%40%6%%..VMoCrNiCuMnCEC ++++= E. Welded Wire Fabric. For fabric reinforcement, use wire that conforms to ASTM A 82 or A 496.

5 Use wire fabric that conforms to ASTM A 185 or A 497. Observe the relations shown in Table 2 among size number, diameter in inches, and area when ordering wire by size numbers, unless otherwise specified. Precede the size number for deformed wire with D and for smooth wire with W. Designate welded wire fabric as shown in the following example: 6 12 W16 W8 (indicating 6-in. longitudinal wire spacing and 12-in. transverse wire spacing with smooth No. 16 wire longitudinally and smooth No. 8 wire transversely). Table 2 Wire Size Number, Diameter, and Area Size Number (in.) Size Number (mm) Diameter (in.) Area (sq. in.) 31 200 30 194 28 181 26 168 24 155 22 142 20 129 18 116

6 16 103 14 90 12 77 10 65 8 52 7 45 6 39 35 5 32 29 4 26 23 19 16 2 13

7 9 8 3 Note: Size numbers (in.) are the nominal cross-sectional area of the wire in hundredths of a square inch. Size numbers (mm) are the nominal cross-sectional area of the wire in square millimeters. Fractional sizes between the sizes listed above are also available and acceptable for use. F. Epoxy Coating. Epoxy coating will be required as shown on the plans. Before furnishing epoxy-coated REINFORCING STEEL , an epoxy applicator must be pre-approved in accordance with DMS-7330, Qualification Procedure for REINFORCING STEEL Epoxy Coating Applicators.

8 The Construction Division maintains a list of approved applicators. Coat REINFORCING STEEL in accordance with Table 3. Table 3 Epoxy Coating Requirements for REINFORCING STEEL Material Specification Bar ASTM A 775 or A 934 Wire or fabric ASTM A 884 Class A or B Mechanical couplers As shown on the plans Hardware As shown on the plans Use epoxy coating material and coating repair material that complies with DMS-8130, Epoxy Powder Coating for REINFORCING STEEL . Do not patch more than 1/4 in. total length in any foot at the applicator s plant. Epoxy-coated reinforcement will be sampled and tested in accordance with Tex-739-I. Maintain identification of all REINFORCING throughout the coating and fabrication and until delivery to the project site. Furnish 1 copy of a written certification that the coated REINFORCING STEEL meets the requirements of this Item and 1 copy of the manufacturer s control tests.

9 G. Mechanical Couplers. When mechanical splices in REINFORCING STEEL bars are shown on the plans, use the following types of coupler: sleeve-filler, sleeve-threaded, sleeve-swaged, or sleeve-wedge. Furnish only couplers that have been produced by a manufacturer that has been prequalified in accordance with DMS-4510, Mechanical Couplers. Sleeve-wedge type couplers will not be permitted on coated REINFORCING . Couplers for use on individual projects must be sampled and tested in accordance with DMS-4510. Furnish couplers only at locations shown on the plans. Construction. A. Bending. Cold-bend the reinforcement accurately to the shapes and dimensions shown on the plans. Fabricate in the shop if possible. Field-fabricate, if permitted, using a method approved by the Engineer. Replace improperly fabricated, damaged, or broken bars at no additional expense to the Department.

10 Repair damaged or broken bars embedded in a previous concrete placement using a method approved by the Engineer. Unless otherwise shown on the plans, the inside diameter of bar bends, in terms of the nominal bar diameter (d), must be as shown in Table 4. Table 4 Minimum Inside Diameter of Bar Bends Bend Bar Size Number (in.) Bar Size Number (mm) Diameter 3, 4, 5 10, 13, 16 4d Bends of 90 and greater in stirrups, ties, and other secondary bars that enclose another bar in the bend 6, 7, 8 19, 22, 25 6d 3 through 8 10 through 25 6d 9, 10, 11 29, 32, 36 8d Bends in main bars and in secondary bars not covered above 14, 18 43, 57 10d Note: Bar size numbers (in.) are based on the number of eighths of an inch included in the nominal diameter of the bar. Bar size numbers (mm) approximate the number of millimeters included in the nominal diameter of the bar. Where bending No.