Section 1009 Reinforcing Steel, Strand, and Wire Rope
1009.01 REINFORCING STEEL. Comply with the “Buy America
Provisions” in 106.04. Use reinforcing steel for concrete complying with the following unless otherwise specified. Use Grade 60 reinforcing steel in bridge structures and other structures. Grade 40 may be used in portland cement concrete pavement (PCCP) structures. Comply with specifications below, as applicable. Use rebar chairs, ties, and miscellaneous accessories compatible with the reinforcement.
1009.01.1 Billet -Steel: Deformed and plain bars shall comply with
ASTM A615 and shall be from the Approved Materials List.
1009.01.2 Rail-Steel and Axle -Steel: Deformed and plain bars
shall comply with ASTM A996.
1009.01.3 Cold -Drawn Steel Wire: Plain wire shall comply with
ASTM A1064 with the following amendment: For material testing over 110,000 psi tensile strength in high strength applications such as spirals and ties, reduce the 25 percent minimum reduction in area by 5 percent for each 10,000 psi incr ement of tensile strength exceeding 110,000 psi. Deformed wire shall comply with ASTM A1064.
1009.01.4 Steel Welded Wire Reinforcement: Comply with
ASTM A1064. Use deformed reinforcement for bridge structures.
1009.01.5 Stainless Deformed Reinforcing Steel: Conform to
ASTM A955, Type 316LN UNS Designation S31653, UNS Designation S31803, or UNS Designation S32304.
1009.01.6 Galvanized Deformed Reinforcing Steel: Comply
with ASTM A767.
1009.01.7 Epoxy Coated Reinforcing Steel and Patching
Materials: Use products from the Approved Materi als List and comply with ASTM A775.
1009.02 BAR SUPPORTS AND TIE WIRES. Bar supports (chairs)
shall be metal wire. The bottom of bar supports shall be coated with an Section 1009 Reinforcing Steel, Strand, and Wire Rope
1009.01 REINFORCING STEEL. Comply with the “Buy America
Provisions” in 106.04. Use reinforcing steel for concrete complying with the following unless otherwise specified. Use Grade 60 reinforcing steel in bridge structures and other structures. Grade 40 may be used in portland cement concrete pavement (PCCP) structures. Comply with specifications below, as applicable. Use rebar chairs, ties, and miscellaneous accessories compatible with the reinforcement.
1009.01.1 Billet -Steel: Deformed and plain bars shall comply with
ASTM A615 and shall be from the Approved Materials List.
1009.01.2 Rail-Steel and Axle -Steel: Deformed and plain bars
shall comply with ASTM A996.
1009.01.3 Cold -Drawn Steel Wire: Plain wire shall comply with
ASTM A1064 with the following amendment: For material testing over 110,000 psi tensile strength in high strength applications such as spirals and ties, reduce the 25 percent minimum reduction in area by 5 percent for each 10,000 psi incr ement of tensile strength exceeding 110,000 psi. Deformed wire shall comply with ASTM A1064.
1009.01.4 Steel Welded Wire Reinforcement: Comply with
ASTM A1064. Use deformed reinforcement for bridge structures.
1009.01.5 Stainless Deformed Reinforcing Steel: Conform to
ASTM A955, Type 316LN UNS Designation S31653, UNS Designation S31803, or UNS Designation S32304.
1009.01.6 Galvanized Deformed Reinforcing Steel: Comply
with ASTM A767.
1009.01.7 Epoxy Coated Reinforcing Steel and Patching
Materials: Use products from the Approved Materi als List and comply with ASTM A775.
1009.02 BAR SUPPORTS AND TIE WIRES. Bar supports (chairs)
shall be metal wire. The bottom of bar supports shall be coated with an Section 1009 Reinforcing Steel, Strand, and Wire Rope
1009.01 REINFORCING STEEL. Comply with the “Buy America
Provisions” in 106.04. Use reinforcing steel for concrete complying with the following unless otherwise specified. Use Grade 60 reinforcing steel in bridge structures and other structures. Grade 40 may be used in portland cement concrete pavement (PCCP) structures. Comply with specifications below, as applicable. Use rebar chairs, ties, and miscellaneous accessories compatible with the reinforcement.
1009.01.1 Billet -Steel: Deformed and plain bars shall comply with
ASTM A615 and shall be from the Approved Materials List.
1009.01.2 Rail-Steel and Axle -Steel: Deformed and plain bars
shall comply with ASTM A996.
1009.01.3 Cold -Drawn Steel Wire: Plain wire shall comply with
ASTM A1064 with the following amendment: For material testing over 110,000 psi tensile strength in high strength applications such as spirals and ties, reduce the 25 percent minimum reduction in area by 5 percent for each 10,000 psi incr ement of tensile strength exceeding 110,000 psi. Deformed wire shall comply with ASTM A1064.
1009.01.4 Steel Welded Wire Reinforcement: Comply with
ASTM A1064. Use deformed reinforcement for bridge structures.
1009.01.5 Stainless Deformed Reinforcing Steel: Conform to
ASTM A955, Type 316LN UNS Designation S31653, UNS Designation S31803, or UNS Designation S32304.
1009.01.6 Galvanized Deformed Reinforcing Steel: Comply
with ASTM A767.
1009.01.7 Epoxy Coated Reinforcing Steel and Patching
Materials: Use products from the Approved Materi als List and comply with ASTM A775.
1009.02 BAR SUPPORTS AND TIE WIRES. Bar supports (chairs)
shall be metal wire. The bottom of bar supports shall be coated with an Section 1009 Reinforcing Steel, Strand, and Wire Rope
1009.01 REINFORCING STEEL. Comply with the “Buy America
Provisions” in 106.04. Use reinforcing steel for concrete complying with the following unless otherwise specified. Use Grade 60 reinforcing steel in bridge structures and other structures. Grade 40 may be used in portland cement concrete pavement (PCCP) structures. Comply with specifications below, as applicable. Use rebar chairs, ties, and miscellaneous accessories compatible with the reinforcement.
1009.01.1 Billet -Steel: Deformed and plain bars shall comply with
ASTM A615 and shall be from the Approved Materials List.
1009.01.2 Rail-Steel and Axle -Steel: Deformed and plain bars
shall comply with ASTM A996.
1009.01.3 Cold -Drawn Steel Wire: Plain wire shall comply with
ASTM A1064 with the following amendment: For material testing over 110,000 psi tensile strength in high strength applications such as spirals and ties, reduce the 25 percent minimum reduction in area by 5 percent for each 10,000 psi incr ement of tensile strength exceeding 110,000 psi. Deformed wire shall comply with ASTM A1064.
1009.01.4 Steel Welded Wire Reinforcement: Comply with
ASTM A1064. Use deformed reinforcement for bridge structures.
1009.01.5 Stainless Deformed Reinforcing Steel: Conform to
ASTM A955, Type 316LN UNS Designation S31653, UNS Designation S31803, or UNS Designation S32304.
1009.01.6 Galvanized Deformed Reinforcing Steel: Comply
with ASTM A767.
1009.01.7 Epoxy Coated Reinforcing Steel and Patching
Materials: Use products from the Approved Materi als List and comply with ASTM A775.
1009.02 BAR SUPPORTS AND TIE WIRES. Bar supports (chairs)
shall be metal wire. The bottom of bar supports shall be coated with an Section 1009 Reinforcing Steel, Strand, and Wire Rope
1009.01 REINFORCING STEEL. Comply with the “Buy America
Provisions” in 106.04. Use reinforcing steel for concrete complying with the following unless otherwise specified. Use Grade 60 reinforcing steel in bridge structures and other structures. Grade 40 may be used in portland cement concrete pavement (PCCP) structures. Comply with specifications below, as applicable. Use rebar chairs, ties, and miscellaneous accessories compatible with the reinforcement.
1009.01.1 Billet -Steel: Deformed and plain bars shall comply with
ASTM A615 and shall be from the Approved Materials List.
1009.01.2 Rail-Steel and Axle -Steel: Deformed and plain bars
shall comply with ASTM A996.
1009.01.3 Cold -Drawn Steel Wire: Plain wire shall comply with
ASTM A1064 with the following amendment: For material testing over 110,000 psi tensile strength in high strength applications such as spirals and ties, reduce the 25 percent minimum reduction in area by 5 percent for each 10,000 psi incr ement of tensile strength exceeding 110,000 psi. Deformed wire shall comply with ASTM A1064.
1009.01.4 Steel Welded Wire Reinforcement: Comply with
ASTM A1064. Use deformed reinforcement for bridge structures.
1009.01.5 Stainless Deformed Reinforcing Steel: Conform to
ASTM A955, Type 316LN UNS Designation S31653, UNS Designation S31803, or UNS Designation S32304.
1009.01.6 Galvanized Deformed Reinforcing Steel: Comply
with ASTM A767.
1009.01.7 Epoxy Coated Reinforcing Steel and Patching
Materials: Use products from the Approved Materi als List and comply with ASTM A775.
1009.02 BAR SUPPORTS AND TIE WIRES. Bar supports (chairs)
shall be metal wire. The bottom of bar supports shall be coated with an Section 1009 Reinforcing Steel, Strand, and Wire Rope
1009.01 REINFORCING STEEL. Comply with the “Buy America
Provisions” in 106.04. Use reinforcing steel for concrete complying with the following unless otherwise specified. Use Grade 60 reinforcing steel in bridge structures and other structures. Grade 40 may be used in portland cement concrete pavement (PCCP) structures. Comply with specifications below, as applicable. Use rebar chairs, ties, and miscellaneous accessories compatible with the reinforcement.
1009.01.1 Billet -Steel: Deformed and plain bars shall comply with
ASTM A615 and shall be from the Approved Materials List.
1009.01.2 Rail-Steel and Axle -Steel: Deformed and plain bars
shall comply with ASTM A996.
1009.01.3 Cold -Drawn Steel Wire: Plain wire shall comply with
ASTM A1064 with the following amendment: For material testing over 110,000 psi tensile strength in high strength applications such as spirals and ties, reduce the 25 percent minimum reduction in area by 5 percent for each 10,000 psi incr ement of tensile strength exceeding 110,000 psi. Deformed wire shall comply with ASTM A1064.
1009.01.4 Steel Welded Wire Reinforcement: Comply with
ASTM A1064. Use deformed reinforcement for bridge structures.
1009.01.5 Stainless Deformed Reinforcing Steel: Conform to
ASTM A955, Type 316LN UNS Designation S31653, UNS Designation S31803, or UNS Designation S32304.
1009.01.6 Galvanized Deformed Reinforcing Steel: Comply
with ASTM A767.
1009.01.7 Epoxy Coated Reinforcing Steel and Patching
Materials: Use products from the Approved Materi als List and comply with ASTM A775.
1009.02 BAR SUPPORTS AND TIE WIRES. Bar supports (chairs)
shall be metal wire. The bottom of bar supports shall be coated with an Section 1009 Reinforcing Steel, Strand, and Wire Rope
1009.01 REINFORCING STEEL. Comply with the “Buy America
Provisions” in 106.04. Use reinforcing steel for concrete complying with the following unless otherwise specified. Use Grade 60 reinforcing steel in bridge structures and other structures. Grade 40 may be used in portland cement concrete pavement (PCCP) structures. Comply with specifications below, as applicable. Use rebar chairs, ties, and miscellaneous accessories compatible with the reinforcement.
1009.01.1 Billet -Steel: Deformed and plain bars shall comply with
ASTM A615 and shall be from the Approved Materials List.
1009.01.2 Rail-Steel and Axle -Steel: Deformed and plain bars
shall comply with ASTM A996.
1009.01.3 Cold -Drawn Steel Wire: Plain wire shall comply with
ASTM A1064 with the following amendment: For material testing over 110,000 psi tensile strength in high strength applications such as spirals and ties, reduce the 25 percent minimum reduction in area by 5 percent for each 10,000 psi incr ement of tensile strength exceeding 110,000 psi. Deformed wire shall comply with ASTM A1064.
1009.01.4 Steel Welded Wire Reinforcement: Comply with
ASTM A1064. Use deformed reinforcement for bridge structures.
1009.01.5 Stainless Deformed Reinforcing Steel: Conform to
ASTM A955, Type 316LN UNS Designation S31653, UNS Designation S31803, or UNS Designation S32304.
1009.01.6 Galvanized Deformed Reinforcing Steel: Comply
with ASTM A767.
1009.01.7 Epoxy Coated Reinforcing Steel and Patching
Materials: Use products from the Approved Materi als List and comply with ASTM A775.
1009.02 BAR SUPPORTS AND TIE WIRES. Bar supports (chairs)
shall be metal wire. The bottom of bar supports shall be coated with an acceptable epoxy or plastic material for a minimum distance of 2 inches from the point of cont act with the forms. Metal chairs in contact with the metal forms shall be hot -dipped galvanized, electroplated with zinc (GS Grade), epoxy coated, or stainless steel. Metal tie wires and bar supports shall be coated fully with an acceptable epoxy, plastic or nylon material if using epoxy coated steel.
1009.03 Dowel Bars.
1009.03.1 PAVEMENT DOWEL BARS: Steel dowel bars shall
comply with 1009.01.1 , 1009.01.2 , or 1009.01.3 . Dowels shall have a uniformly round cross section and shall be saw cut, smooth and free of burrs, projections and deformations. Coated dowel bars shall be undercoated with an adhesive and given an outer coat of polypropylene or polyethylene. Coated dowel bars shall comply with AASHTO M 254. For PCCP, place coated dowel bars in approved dowel bar assemblies in accordance with the plans.
1009.04 Steel Strand for Pre -Stressing and Post -
TENSIONING. Strand shall comply with ASTM A416. The strand manufacturer shall submit to the Construction Section three copies of Certificates of Analysis of all test results as stipulated in ASTM A416, and as part of this certificate, shall provide the modulus of elasticity of that particular mill heat of strand. The Department reserves the right to conduct inspections at the site of m anufacture and to have all tests witnessed by its inspector. The data from the manufacturer's typical curve shall be used when computing the required elongation for each strand.
1009.05 Anchorages and Hardw Are for
PRESTRESSING. Anchorages, including hold down and miscellaneous hardware, shall be sampled in accordance with the Materials Sampling Manual and submitted to the Construction Fabrication Engineer for acceptance after evaluation or testing.
1009.06 WIRE ROPE. Wire rope shall comply with Federal
Specifications RR-W-410G or the latest federal specifications and the following: Comply with Table 1009 -1 when selecting the type and classification of wire rope. acceptable epoxy or plastic material for a minimum distance of 2 inches from the point of cont act with the forms. Metal chairs in contact with the metal forms shall be hot -dipped galvanized, electroplated with zinc (GS Grade), epoxy coated, or stainless steel. Metal tie wires and bar supports shall be coated fully with an acceptable epoxy, plastic or nylon material if using epoxy coated steel.
1009.03 Dowel Bars.
1009.03.1 PAVEMENT DOWEL BARS: Steel dowel bars shall
comply with 1009.01.1 , 1009.01.2 , or 1009.01.3 . Dowels shall have a uniformly round cross section and shall be saw cut, smooth and free of burrs, projections and deformations. Coated dowel bars shall be undercoated with an adhesive and given an outer coat of polypropylene or polyethylene. Coated dowel bars shall comply with AASHTO M 254. For PCCP, place coated dowel bars in approved dowel bar assemblies in accordance with the plans.
1009.04 Steel Strand for Pre -Stressing and Post -
TENSIONING. Strand shall comply with ASTM A416. The strand manufacturer shall submit to the Construction Section three copies of Certificates of Analysis of all test results as stipulated in ASTM A416, and as part of this certificate, shall provide the modulus of elasticity of that particular mill heat of strand. The Department reserves the right to conduct inspections at the site of m anufacture and to have all tests witnessed by its inspector. The data from the manufacturer's typical curve shall be used when computing the required elongation for each strand.
1009.05 Anchorages and Hardw Are for
PRESTRESSING. Anchorages, including hold down and miscellaneous hardware, shall be sampled in accordance with the Materials Sampling Manual and submitted to the Construction Fabrication Engineer for acceptance after evaluation or testing.
1009.06 WIRE ROPE. Wire rope shall comply with Federal
Specifications RR-W-410G or the latest federal specifications and the following: Comply with Table 1009 -1 when selecting the type and classification of wire rope. acceptable epoxy or plastic material for a minimum distance of 2 inches from the point of cont act with the forms. Metal chairs in contact with the metal forms shall be hot -dipped galvanized, electroplated with zinc (GS Grade), epoxy coated, or stainless steel. Metal tie wires and bar supports shall be coated fully with an acceptable epoxy, plastic or nylon material if using epoxy coated steel.
1009.03 Dowel Bars.
1009.03.1 PAVEMENT DOWEL BARS: Steel dowel bars shall
comply with 1009.01.1 , 1009.01.2 , or 1009.01.3 . Dowels shall have a uniformly round cross section and shall be saw cut, smooth and free of burrs, projections and deformations. Coated dowel bars shall be undercoated with an adhesive and given an outer coat of polypropylene or polyethylene. Coated dowel bars shall comply with AASHTO M 254. For PCCP, place coated dowel bars in approved dowel bar assemblies in accordance with the plans.
1009.04 Steel Strand for Pre -Stressing and Post -
TENSIONING. Strand shall comply with ASTM A416. The strand manufacturer shall submit to the Construction Section three copies of Certificates of Analysis of all test results as stipulated in ASTM A416, and as part of this certificate, shall provide the modulus of elasticity of that particular mill heat of strand. The Department reserves the right to conduct inspections at the site of m anufacture and to have all tests witnessed by its inspector. The data from the manufacturer's typical curve shall be used when computing the required elongation for each strand.
1009.05 Anchorages and Hardw Are for
PRESTRESSING. Anchorages, including hold down and miscellaneous hardware, shall be sampled in accordance with the Materials Sampling Manual and submitted to the Construction Fabrication Engineer for acceptance after evaluation or testing.
1009.06 WIRE ROPE. Wire rope shall comply with Federal
Specifications RR-W-410G or the latest federal specifications and the following: Comply with Table 1009 -1 when selecting the type and classification of wire rope. acceptable epoxy or plastic material for a minimum distance of 2 inches from the point of cont act with the forms. Metal chairs in contact with the metal forms shall be hot -dipped galvanized, electroplated with zinc (GS Grade), epoxy coated, or stainless steel. Metal tie wires and bar supports shall be coated fully with an acceptable epoxy, plastic or nylon material if using epoxy coated steel.
1009.03 Dowel Bars.
1009.03.1 PAVEMENT DOWEL BARS: Steel dowel bars shall
comply with 1009.01.1 , 1009.01.2 , or 1009.01.3 . Dowels shall have a uniformly round cross section and shall be saw cut, smooth and free of burrs, projections and deformations. Coated dowel bars shall be undercoated with an adhesive and given an outer coat of polypropylene or polyethylene. Coated dowel bars shall comply with AASHTO M 254. For PCCP, place coated dowel bars in approved dowel bar assemblies in accordance with the plans.
1009.04 Steel Strand for Pre -Stressing and Post -
TENSIONING. Strand shall comply with ASTM A416. The strand manufacturer shall submit to the Construction Section three copies of Certificates of Analysis of all test results as stipulated in ASTM A416, and as part of this certificate, shall provide the modulus of elasticity of that particular mill heat of strand. The Department reserves the right to conduct inspections at the site of m anufacture and to have all tests witnessed by its inspector. The data from the manufacturer's typical curve shall be used when computing the required elongation for each strand.
1009.05 Anchorages and Hardw Are for
PRESTRESSING. Anchorages, including hold down and miscellaneous hardware, shall be sampled in accordance with the Materials Sampling Manual and submitted to the Construction Fabrication Engineer for acceptance after evaluation or testing.
1009.06 WIRE ROPE. Wire rope shall comply with Federal
Specifications RR-W-410G or the latest federal specifications and the following: Comply with Table 1009 -1 when selecting the type and classification of wire rope.