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2881013.03 COPPER BEARING STEEL

LA · 2016 Standard SpecificationsBook pages 10641064View official source ↗

Section 1013 Metals

1013.01 STRUCTURAL STEEL. Comply with the “Buy America

Provisions” in 106.04 . Obtain all applicable physical and chemical tests and furnish the Construction Section five copies of the Certificates of Analysis (Mill Test Reports) together with a Fabricator's Material Statement and Certificate of Compliance. This form will be furnished by the Department upon request. Structural steel shall comply with AASHTO M 270. The main load -carrying structural member components that are subject to tensile stress shall meet the lon gitudinal Charpy V -Notch requirements for Temperature Zone 1 contained in the AASHTO M 270 Supplemental Requirements for Non -Fracture Critical Impact Test Requirements and for Fracture Critical Impact Test Requirements. Sampling and testing procedures sha ll be in accordance with AASHTO T 243 and AASHTO T 244.

1013.02 Rivet Steel.

1013.02.1 Structural Rivet Steel: Comply with ASTM A502,

Grade 1.

1013.02.2 High Strength Rivet Steel: Comply with ASTM A502,

Grade 2.

1013.03 COPPER BEARING STEEL . Copper bearing steel shall

contain at lea st 0.2 percent copper.

1013.04 Steel Forgings and S Teel Shafting.

1013.04.1 Carbon and Alloy Steel Forgings: Steel forgings

shall comply with ASTM A668. Class C forgings shall be furnished except in cases specified below:

1013.04.1 1 Forged Shafts: Comply with ASTM A668, Class

F.

1013.04.1 2 Forged Trunnions: Comply with ASTM A668,

Section 1013 Metals

1013.01 STRUCTURAL STEEL. Comply with the “Buy America

Provisions” in 106.04 . Obtain all applicable physical and chemical tests and furnish the Construction Section five copies of the Certificates of Analysis (Mill Test Reports) together with a Fabricator's Material Statement and Certificate of Compliance. This form will be furnished by the Department upon request. Structural steel shall comply with AASHTO M 270. The main load -carrying structural member components that are subject to tensile stress shall meet the lon gitudinal Charpy V -Notch requirements for Temperature Zone 1 contained in the AASHTO M 270 Supplemental Requirements for Non -Fracture Critical Impact Test Requirements and for Fracture Critical Impact Test Requirements. Sampling and testing procedures sha ll be in accordance with AASHTO T 243 and AASHTO T 244.

1013.02 Rivet Steel.

1013.02.1 Structural Rivet Steel: Comply with ASTM A502,

Grade 1.

1013.02.2 High Strength Rivet Steel: Comply with ASTM A502,

Grade 2.

1013.03 COPPER BEARING STEEL . Copper bearing steel shall

contain at lea st 0.2 percent copper.

1013.04 Steel Forgings and S Teel Shafting.

1013.04.1 Carbon and Alloy Steel Forgings: Steel forgings

shall comply with ASTM A668. Class C forgings shall be furnished except in cases specified below:

1013.04.1 1 Forged Shafts: Comply with ASTM A668, Class

F.

1013.04.1 2 Forged Trunnions: Comply with ASTM A668,

Section 1013 Metals

1013.01 STRUCTURAL STEEL. Comply with the “Buy America

Provisions” in 106.04 . Obtain all applicable physical and chemical tests and furnish the Construction Section five copies of the Certificates of Analysis (Mill Test Reports) together with a Fabricator's Material Statement and Certificate of Compliance. This form will be furnished by the Department upon request. Structural steel shall comply with AASHTO M 270. The main load -carrying structural member components that are subject to tensile stress shall meet the lon gitudinal Charpy V -Notch requirements for Temperature Zone 1 contained in the AASHTO M 270 Supplemental Requirements for Non -Fracture Critical Impact Test Requirements and for Fracture Critical Impact Test Requirements. Sampling and testing procedures sha ll be in accordance with AASHTO T 243 and AASHTO T 244.

1013.02 Rivet Steel.

1013.02.1 Structural Rivet Steel: Comply with ASTM A502,

Grade 1.

1013.02.2 High Strength Rivet Steel: Comply with ASTM A502,

Grade 2.

1013.03 COPPER BEARING STEEL . Copper bearing steel shall

contain at lea st 0.2 percent copper.

1013.04 Steel Forgings and S Teel Shafting.

1013.04.1 Carbon and Alloy Steel Forgings: Steel forgings

shall comply with ASTM A668. Class C forgings shall be furnished except in cases specified below:

1013.04.1 1 Forged Shafts: Comply with ASTM A668, Class

F.

1013.04.1 2 Forged Trunnions: Comply with ASTM A668,

Section 1013 Metals

1013.01 STRUCTURAL STEEL. Comply with the “Buy America

Provisions” in 106.04 . Obtain all applicable physical and chemical tests and furnish the Construction Section five copies of the Certificates of Analysis (Mill Test Reports) together with a Fabricator's Material Statement and Certificate of Compliance. This form will be furnished by the Department upon request. Structural steel shall comply with AASHTO M 270. The main load -carrying structural member components that are subject to tensile stress shall meet the lon gitudinal Charpy V -Notch requirements for Temperature Zone 1 contained in the AASHTO M 270 Supplemental Requirements for Non -Fracture Critical Impact Test Requirements and for Fracture Critical Impact Test Requirements. Sampling and testing procedures sha ll be in accordance with AASHTO T 243 and AASHTO T 244.

1013.02 Rivet Steel.

1013.02.1 Structural Rivet Steel: Comply with ASTM A502,

Grade 1.

1013.02.2 High Strength Rivet Steel: Comply with ASTM A502,

Grade 2.

1013.03 COPPER BEARING STEEL . Copper bearing steel shall

contain at lea st 0.2 percent copper.

1013.04 Steel Forgings and S Teel Shafting.

1013.04.1 Carbon and Alloy Steel Forgings: Steel forgings

shall comply with ASTM A668. Class C forgings shall be furnished except in cases specified below:

1013.04.1 1 Forged Shafts: Comply with ASTM A668, Class

F.

1013.04.1 2 Forged Trunnions: Comply with ASTM A668,

Section 1013 Metals

1013.01 STRUCTURAL STEEL. Comply with the “Buy America

Provisions” in 106.04 . Obtain all applicable physical and chemical tests and furnish the Construction Section five copies of the Certificates of Analysis (Mill Test Reports) together with a Fabricator's Material Statement and Certificate of Compliance. This form will be furnished by the Department upon request. Structural steel shall comply with AASHTO M 270. The main load -carrying structural member components that are subject to tensile stress shall meet the lon gitudinal Charpy V -Notch requirements for Temperature Zone 1 contained in the AASHTO M 270 Supplemental Requirements for Non -Fracture Critical Impact Test Requirements and for Fracture Critical Impact Test Requirements. Sampling and testing procedures sha ll be in accordance with AASHTO T 243 and AASHTO T 244.

1013.02 Rivet Steel.

1013.02.1 Structural Rivet Steel: Comply with ASTM A502,

Grade 1.

1013.02.2 High Strength Rivet Steel: Comply with ASTM A502,

Grade 2.

1013.03 COPPER BEARING STEEL . Copper bearing steel shall

contain at lea st 0.2 percent copper.

1013.04 Steel Forgings and S Teel Shafting.

1013.04.1 Carbon and Alloy Steel Forgings: Steel forgings

shall comply with ASTM A668. Class C forgings shall be furnished except in cases specified below:

1013.04.1 1 Forged Shafts: Comply with ASTM A668, Class

F.

1013.04.1 2 Forged Trunnions: Comply with ASTM A668,

Class G.

1013.04.2 Alloy Steel Forgings for Pinions and Reduction

Gears: Comply with ASTM A291, Class 3 or 3A .

1013.04.3 Cold Finished Steel Shafting: Cold finished carbon

steel shafting shall comply with ASTM A108. Cold fin ished alloy steel shafting shall comply with ASTM A331.

1013.05 Steel Castings.

1013.05.1 Steel Castings for Highway Bridges: Comply with

ASTM A27, Grade 70 -36.

1013.05.2 High Strength Steel Castings: Comply with ASTM

A148.

1013.05.3 Chromium Alloy Steel Castings: Comply with ASTM

A743, Grade CA-15. Galvanizing for steel castings used for frames, grates, and covers shall be in accordance with ASTM A123 .

1013.06 CAST IRON CASTINGS. Castings shall be true to pattern in

form and dimensions and free from pouring faults, sponginess, cracks, blowholes, and other defects in positions affecting strength and value for the service intended. Castings shall be boldly -filleted at angles, and rises shall be sharp and perfect. Castings shall be sandblasted or otherwise effectively cleaned of scale a nd sanded to a smooth, clean and uniform surface.

1013.06.1 Gray Iron and Ductile Castings: Comply with

AASHTO M 306.

1013.06.2 Malleable Castings: Comply with ASTM A47, Grade

32510. Castings weighing more than 1,000 pounds shall be ultrasonically tested for voids. If voids are found, the casting will be rejected.

1013.06.3 Ductile Iron Castings: Comply with ASTM A536,

Grade 60-40-18.

1013.07 Bronze Or Copper All Oy Bearing and

EXPANSION PLATES.

1013.07.1 Bronze Bearing and Expansion Plates: Comply

with ASTM B22, Alloy C 91100 . Class G.

1013.04.2 Alloy Steel Forgings for Pinions and Reduction

Gears: Comply with ASTM A291, Class 3 or 3A .

1013.04.3 Cold Finished Steel Shafting: Cold finished carbon

steel shafting shall comply with ASTM A108. Cold fin ished alloy steel shafting shall comply with ASTM A331.

1013.05 Steel Castings.

1013.05.1 Steel Castings for Highway Bridges: Comply with

ASTM A27, Grade 70 -36.

1013.05.2 High Strength Steel Castings: Comply with ASTM

A148.

1013.05.3 Chromium Alloy Steel Castings: Comply with ASTM

A743, Grade CA-15. Galvanizing for steel castings used for frames, grates, and covers shall be in accordance with ASTM A123 .

1013.06 CAST IRON CASTINGS. Castings shall be true to pattern in

form and dimensions and free from pouring faults, sponginess, cracks, blowholes, and other defects in positions affecting strength and value for the service intended. Castings shall be boldly -filleted at angles, and rises shall be sharp and perfect. Castings shall be sandblasted or otherwise effectively cleaned of scale a nd sanded to a smooth, clean and uniform surface.

1013.06.1 Gray Iron and Ductile Castings: Comply with

AASHTO M 306.

1013.06.2 Malleable Castings: Comply with ASTM A47, Grade

32510. Castings weighing more than 1,000 pounds shall be ultrasonically tested for voids. If voids are found, the casting will be rejected.

1013.06.3 Ductile Iron Castings: Comply with ASTM A536,

Grade 60-40-18.

1013.07 Bronze Or Copper All Oy Bearing and

EXPANSION PLATES.

1013.07.1 Bronze Bearing and Expansion Plates: Comply

with ASTM B22, Alloy C 91100 . Class G.

1013.04.2 Alloy Steel Forgings for Pinions and Reduction

Gears: Comply with ASTM A291, Class 3 or 3A .

1013.04.3 Cold Finished Steel Shafting: Cold finished carbon

steel shafting shall comply with ASTM A108. Cold fin ished alloy steel shafting shall comply with ASTM A331.

1013.05 Steel Castings.

1013.05.1 Steel Castings for Highway Bridges: Comply with

ASTM A27, Grade 70 -36.

1013.05.2 High Strength Steel Castings: Comply with ASTM

A148.

1013.05.3 Chromium Alloy Steel Castings: Comply with ASTM

A743, Grade CA-15. Galvanizing for steel castings used for frames, grates, and covers shall be in accordance with ASTM A123 .

1013.06 CAST IRON CASTINGS. Castings shall be true to pattern in

form and dimensions and free from pouring faults, sponginess, cracks, blowholes, and other defects in positions affecting strength and value for the service intended. Castings shall be boldly -filleted at angles, and rises shall be sharp and perfect. Castings shall be sandblasted or otherwise effectively cleaned of scale a nd sanded to a smooth, clean and uniform surface.

1013.06.1 Gray Iron and Ductile Castings: Comply with

AASHTO M 306.

1013.06.2 Malleable Castings: Comply with ASTM A47, Grade

32510. Castings weighing more than 1,000 pounds shall be ultrasonically tested for voids. If voids are found, the casting will be rejected.

1013.06.3 Ductile Iron Castings: Comply with ASTM A536,

Grade 60-40-18.

1013.07 Bronze Or Copper All Oy Bearing and

EXPANSION PLATES.

1013.07.1 Bronze Bearing and Expansion Plates: Comply

with ASTM B22, Alloy C 91100 . Class G.

1013.04.2 Alloy Steel Forgings for Pinions and Reduction

Gears: Comply with ASTM A291, Class 3 or 3A .

1013.04.3 Cold Finished Steel Shafting: Cold finished carbon

steel shafting shall comply with ASTM A108. Cold fin ished alloy steel shafting shall comply with ASTM A331.

1013.05 Steel Castings.

1013.05.1 Steel Castings for Highway Bridges: Comply with

ASTM A27, Grade 70 -36.

1013.05.2 High Strength Steel Castings: Comply with ASTM

A148.

1013.05.3 Chromium Alloy Steel Castings: Comply with ASTM

A743, Grade CA-15. Galvanizing for steel castings used for frames, grates, and covers shall be in accordance with ASTM A123 .

1013.06 CAST IRON CASTINGS. Castings shall be true to pattern in

form and dimensions and free from pouring faults, sponginess, cracks, blowholes, and other defects in positions affecting strength and value for the service intended. Castings shall be boldly -filleted at angles, and rises shall be sharp and perfect. Castings shall be sandblasted or otherwise effectively cleaned of scale a nd sanded to a smooth, clean and uniform surface.

1013.06.1 Gray Iron and Ductile Castings: Comply with

AASHTO M 306.

1013.06.2 Malleable Castings: Comply with ASTM A47, Grade

32510. Castings weighing more than 1,000 pounds shall be ultrasonically tested for voids. If voids are found, the casting will be rejected.

1013.06.3 Ductile Iron Castings: Comply with ASTM A536,

Grade 60-40-18.

1013.07 Bronze Or Copper All Oy Bearing and

EXPANSION PLATES.

1013.07.1 Bronze Bearing and Expansion Plates: Comply

with ASTM B22, Alloy C 91100 . Class G.

1013.04.2 Alloy Steel Forgings for Pinions and Reduction

Gears: Comply with ASTM A291, Class 3 or 3A .

1013.04.3 Cold Finished Steel Shafting: Cold finished carbon

steel shafting shall comply with ASTM A108. Cold fin ished alloy steel shafting shall comply with ASTM A331.

1013.05 Steel Castings.

1013.05.1 Steel Castings for Highway Bridges: Comply with

ASTM A27, Grade 70 -36.

1013.05.2 High Strength Steel Castings: Comply with ASTM

A148.

1013.05.3 Chromium Alloy Steel Castings: Comply with ASTM

A743, Grade CA-15. Galvanizing for steel castings used for frames, grates, and covers shall be in accordance with ASTM A123 .

1013.06 CAST IRON CASTINGS. Castings shall be true to pattern in

form and dimensions and free from pouring faults, sponginess, cracks, blowholes, and other defects in positions affecting strength and value for the service intended. Castings shall be boldly -filleted at angles, and rises shall be sharp and perfect. Castings shall be sandblasted or otherwise effectively cleaned of scale a nd sanded to a smooth, clean and uniform surface.

1013.06.1 Gray Iron and Ductile Castings: Comply with

AASHTO M 306.

1013.06.2 Malleable Castings: Comply with ASTM A47, Grade

32510. Castings weighing more than 1,000 pounds shall be ultrasonically tested for voids. If voids are found, the casting will be rejected.

1013.06.3 Ductile Iron Castings: Comply with ASTM A536,

Grade 60-40-18.

1013.07 Bronze Or Copper All Oy Bearing and

EXPANSION PLATES.

1013.07.1 Bronze Bearing and Expansion Plates: Comply

with ASTM B22, Alloy C 91100 . Class G.

1013.04.2 Alloy Steel Forgings for Pinions and Reduction

Gears: Comply with ASTM A291, Class 3 or 3A .

1013.04.3 Cold Finished Steel Shafting: Cold finished carbon

steel shafting shall comply with ASTM A108. Cold fin ished alloy steel shafting shall comply with ASTM A331.

1013.05 Steel Castings.

1013.05.1 Steel Castings for Highway Bridges: Comply with

ASTM A27, Grade 70 -36.

1013.05.2 High Strength Steel Castings: Comply with ASTM

A148.

1013.05.3 Chromium Alloy Steel Castings: Comply with ASTM

A743, Grade CA-15. Galvanizing for steel castings used for frames, grates, and covers shall be in accordance with ASTM A123 .

1013.06 CAST IRON CASTINGS. Castings shall be true to pattern in

form and dimensions and free from pouring faults, sponginess, cracks, blowholes, and other defects in positions affecting strength and value for the service intended. Castings shall be boldly -filleted at angles, and rises shall be sharp and perfect. Castings shall be sandblasted or otherwise effectively cleaned of scale a nd sanded to a smooth, clean and uniform surface.

1013.06.1 Gray Iron and Ductile Castings: Comply with

AASHTO M 306.

1013.06.2 Malleable Castings: Comply with ASTM A47, Grade

32510. Castings weighing more than 1,000 pounds shall be ultrasonically tested for voids. If voids are found, the casting will be rejected.

1013.06.3 Ductile Iron Castings: Comply with ASTM A536,

Grade 60-40-18.

1013.07 Bronze Or Copper All Oy Bearing and

EXPANSION PLATES.

1013.07.1 Bronze Bearing and Expansion Plates: Comply

with ASTM B22, Alloy C 91100 .

Source: Louisiana Standard Specifications for Roads and Bridges, 2016 Edition. Pages 10641064 of 1,145.