1013.07.2 Rolled Copp er-Alloy Bearing and Expansion
Plates: Comply with ASTM B100, Alloy C 51000 .
1013.08 BOLTS, NUTS, WASHERS , AND HARDWARE. If
galvanizing is required, comply with Section 811 .
1013.08.1 Carbon Steel Bolts, Nuts, and Washers: When high
strength bolts are not required, bolts shall comply with ASTM A307 Grade A, and nuts shall comply with ASTM A563. Unless otherwise specified, any appropriate steel washers can be used and the was her coating must be similar to the bolts and nuts coating. Machine bolts may have either square or hex heads and nuts.
1013.08.2 : ASTM A325 and A490 have been replaced by ASTM
F3125. References to A325 and A490 are to be taken to mean ASTM F3125, Grade A325 and A490 respectively. Bolts, nuts, and washers shall have plain surface finish unless otherwise specified.
1.High strength bolts shall comply with ASTM F3125, Grade A325 (formally ASTM A325) or Grade A490 (formally ASTM A490) , as specified. For ASTM A325 bolts, Type 1 bolts shall be used; except that Type 3 bolts shall be used with unpainted AASHTO M 270, Grade 50W and 70W steels .
2.For Type 1 bolts, the nuts shall comply with ASTM A563, Grade DH or ASTM A194 Grade 2H. For Type 3 bolts, the nuts shall compl y with ASTM A563, Grade DH3.
3.Circular washers for high strength bolts shall comply with ASTM F436.
4.Direct Tension Indicators shall comply with ASTM F959 and shall match the material type of the bolt, nut, and washer used in the same assembly.
1013.08.3 Stainless Ste el Bolts, Nuts, and Washers: Stainless
steel bolts and nuts shall comply with ASTM A320, Grade B 8, annealed or approved equal. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.4 Anchor Bolts, Nuts, and Washers: Steel anchor bolts
shall comply with ASTM F1554. Steel hex nuts shall comply ASTM A563 or ASTM A194 and shall comply with the grade, surface finish, and style
1013.07.2 Rolled Copp er-Alloy Bearing and Expansion
Plates: Comply with ASTM B100, Alloy C 51000 .
1013.08 BOLTS, NUTS, WASHERS , AND HARDWARE. If
galvanizing is required, comply with Section 811 .
1013.08.1 Carbon Steel Bolts, Nuts, and Washers: When high
strength bolts are not required, bolts shall comply with ASTM A307 Grade A, and nuts shall comply with ASTM A563. Unless otherwise specified, any appropriate steel washers can be used and the was her coating must be similar to the bolts and nuts coating. Machine bolts may have either square or hex heads and nuts.
1013.08.2 : ASTM A325 and A490 have been replaced by ASTM
F3125. References to A325 and A490 are to be taken to mean ASTM F3125, Grade A325 and A490 respectively. Bolts, nuts, and washers shall have plain surface finish unless otherwise specified.
1.High strength bolts shall comply with ASTM F3125, Grade A325 (formally ASTM A325) or Grade A490 (formally ASTM A490) , as specified. For ASTM A325 bolts, Type 1 bolts shall be used; except that Type 3 bolts shall be used with unpainted AASHTO M 270, Grade 50W and 70W steels .
2.For Type 1 bolts, the nuts shall comply with ASTM A563, Grade DH or ASTM A194 Grade 2H. For Type 3 bolts, the nuts shall compl y with ASTM A563, Grade DH3.
3.Circular washers for high strength bolts shall comply with ASTM F436.
4.Direct Tension Indicators shall comply with ASTM F959 and shall match the material type of the bolt, nut, and washer used in the same assembly.
1013.08.3 Stainless Ste el Bolts, Nuts, and Washers: Stainless
steel bolts and nuts shall comply with ASTM A320, Grade B 8, annealed or approved equal. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.4 Anchor Bolts, Nuts, and Washers: Steel anchor bolts
shall comply with ASTM F1554. Steel hex nuts shall comply ASTM A563 or ASTM A194 and shall comply with the grade, surface finish, and style
1013.07.2 Rolled Copp er-Alloy Bearing and Expansion
Plates: Comply with ASTM B100, Alloy C 51000 .
1013.08 BOLTS, NUTS, WASHERS , AND HARDWARE. If
galvanizing is required, comply with Section 811 .
1013.08.1 Carbon Steel Bolts, Nuts, and Washers: When high
strength bolts are not required, bolts shall comply with ASTM A307 Grade A, and nuts shall comply with ASTM A563. Unless otherwise specified, any appropriate steel washers can be used and the was her coating must be similar to the bolts and nuts coating. Machine bolts may have either square or hex heads and nuts.
1013.08.2 : ASTM A325 and A490 have been replaced by ASTM
F3125. References to A325 and A490 are to be taken to mean ASTM F3125, Grade A325 and A490 respectively. Bolts, nuts, and washers shall have plain surface finish unless otherwise specified.
1.High strength bolts shall comply with ASTM F3125, Grade A325 (formally ASTM A325) or Grade A490 (formally ASTM A490) , as specified. For ASTM A325 bolts, Type 1 bolts shall be used; except that Type 3 bolts shall be used with unpainted AASHTO M 270, Grade 50W and 70W steels .
2.For Type 1 bolts, the nuts shall comply with ASTM A563, Grade DH or ASTM A194 Grade 2H. For Type 3 bolts, the nuts shall compl y with ASTM A563, Grade DH3.
3.Circular washers for high strength bolts shall comply with ASTM F436.
4.Direct Tension Indicators shall comply with ASTM F959 and shall match the material type of the bolt, nut, and washer used in the same assembly.
1013.08.3 Stainless Ste el Bolts, Nuts, and Washers: Stainless
steel bolts and nuts shall comply with ASTM A320, Grade B 8, annealed or approved equal. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.4 Anchor Bolts, Nuts, and Washers: Steel anchor bolts
shall comply with ASTM F1554. Steel hex nuts shall comply ASTM A563 or ASTM A194 and shall comply with the grade, surface finish, and style recommendations of ASTM F1554. Steel washers shall comply with ASTM F436, Type 1. Stainless steel anchor bolts and hex nuts shall comply with ASTM F593, Group 2, Alloy 316. For high strength applications, comply with F593, Group 7, Alloy 630. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.5 Hardware: The minimum corrosion protection for bridge
hardware is galvanization in accordance with ASTM A153 or ASTM A123 or an approved mechanical galvanizin g process complying with ASTM B695 that provides the same coating thickness. Eyebolts shall comply with ASTM A489.
1013.09 STEEL H PILES. Comply with AASHTO M 270, Grade 36.
1013.10 SHEET PILES. Steel sheet piles shall comply with ASTM
A328 or ASTM A572. Substitut ion of ASTM A588 for A572 may be allowed with approval of the Bridge Engineer Administrator. Steel sheet pile shall be hot rolled with a ball -and-socket type interlocking joint. Aluminum sheet piles shall comply with ASTM B221, Alloy 6061 -T6 or Alloy 6063 -T6 or ASTM B209 Alloy 3064 -H34.
1013.11 STEEL PIPE PILES. Comply with ASTM A252, Grade 2.
1013.12 SHEET COPPER. Comply with ASTM B152.
1013.13 SHEET LEAD. Comply with ASTM B29.
1013.14 SHEET ZINC. Comply with ASTM B69, Type II.
1013.15 COLD -ROLLED STEEL. Cold -rolled steel shall be cold -
finished steel complying with ASTM A108.
1013.16 Bronze.
1013.16.1 Center Discs for Movable Bridges: Comply with
ASTM B22, Alloy C91300 .
1013.16.2 Trunnion and Similar Bearings for Movable
Bridges: Comply with ASTM B22, Alloy C91100 . recommendations of ASTM F1554. Steel washers shall comply with ASTM F436, Type 1. Stainless steel anchor bolts and hex nuts shall comply with ASTM F593, Group 2, Alloy 316. For high strength applications, comply with F593, Group 7, Alloy 630. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.5 Hardware: The minimum corrosion protection for bridge
hardware is galvanization in accordance with ASTM A153 or ASTM A123 or an approved mechanical galvanizin g process complying with ASTM B695 that provides the same coating thickness. Eyebolts shall comply with ASTM A489.
1013.09 STEEL H PILES. Comply with AASHTO M 270, Grade 36.
1013.10 SHEET PILES. Steel sheet piles shall comply with ASTM
A328 or ASTM A572. Substitut ion of ASTM A588 for A572 may be allowed with approval of the Bridge Engineer Administrator. Steel sheet pile shall be hot rolled with a ball -and-socket type interlocking joint. Aluminum sheet piles shall comply with ASTM B221, Alloy 6061 -T6 or Alloy 6063 -T6 or ASTM B209 Alloy 3064 -H34.
1013.11 STEEL PIPE PILES. Comply with ASTM A252, Grade 2.
1013.12 SHEET COPPER. Comply with ASTM B152.
1013.13 SHEET LEAD. Comply with ASTM B29.
1013.14 SHEET ZINC. Comply with ASTM B69, Type II.
1013.15 COLD -ROLLED STEEL. Cold -rolled steel shall be cold -
finished steel complying with ASTM A108.
1013.16 Bronze.
1013.16.1 Center Discs for Movable Bridges: Comply with
ASTM B22, Alloy C91300 .
1013.16.2 Trunnion and Similar Bearings for Movable
Bridges: Comply with ASTM B22, Alloy C91100 . recommendations of ASTM F1554. Steel washers shall comply with ASTM F436, Type 1. Stainless steel anchor bolts and hex nuts shall comply with ASTM F593, Group 2, Alloy 316. For high strength applications, comply with F593, Group 7, Alloy 630. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.5 Hardware: The minimum corrosion protection for bridge
hardware is galvanization in accordance with ASTM A153 or ASTM A123 or an approved mechanical galvanizin g process complying with ASTM B695 that provides the same coating thickness. Eyebolts shall comply with ASTM A489.
1013.09 STEEL H PILES. Comply with AASHTO M 270, Grade 36.
1013.10 SHEET PILES. Steel sheet piles shall comply with ASTM
A328 or ASTM A572. Substitut ion of ASTM A588 for A572 may be allowed with approval of the Bridge Engineer Administrator. Steel sheet pile shall be hot rolled with a ball -and-socket type interlocking joint. Aluminum sheet piles shall comply with ASTM B221, Alloy 6061 -T6 or Alloy 6063 -T6 or ASTM B209 Alloy 3064 -H34.
1013.11 STEEL PIPE PILES. Comply with ASTM A252, Grade 2.
1013.12 SHEET COPPER. Comply with ASTM B152.
1013.13 SHEET LEAD. Comply with ASTM B29.
1013.14 SHEET ZINC. Comply with ASTM B69, Type II.
1013.15 COLD -ROLLED STEEL. Cold -rolled steel shall be cold -
finished steel complying with ASTM A108.
1013.16 Bronze.
1013.16.1 Center Discs for Movable Bridges: Comply with
ASTM B22, Alloy C91300 .
1013.16.2 Trunnion and Similar Bearings for Movable
Bridges: Comply with ASTM B22, Alloy C91100 . recommendations of ASTM F1554. Steel washers shall comply with ASTM F436, Type 1. Stainless steel anchor bolts and hex nuts shall comply with ASTM F593, Group 2, Alloy 316. For high strength applications, comply with F593, Group 7, Alloy 630. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.5 Hardware: The minimum corrosion protection for bridge
hardware is galvanization in accordance with ASTM A153 or ASTM A123 or an approved mechanical galvanizin g process complying with ASTM B695 that provides the same coating thickness. Eyebolts shall comply with ASTM A489.
1013.09 STEEL H PILES. Comply with AASHTO M 270, Grade 36.
1013.10 SHEET PILES. Steel sheet piles shall comply with ASTM
A328 or ASTM A572. Substitut ion of ASTM A588 for A572 may be allowed with approval of the Bridge Engineer Administrator. Steel sheet pile shall be hot rolled with a ball -and-socket type interlocking joint. Aluminum sheet piles shall comply with ASTM B221, Alloy 6061 -T6 or Alloy 6063 -T6 or ASTM B209 Alloy 3064 -H34.
1013.11 STEEL PIPE PILES. Comply with ASTM A252, Grade 2.
1013.12 SHEET COPPER. Comply with ASTM B152.
1013.13 SHEET LEAD. Comply with ASTM B29.
1013.14 SHEET ZINC. Comply with ASTM B69, Type II.
1013.15 COLD -ROLLED STEEL. Cold -rolled steel shall be cold -
finished steel complying with ASTM A108.
1013.16 Bronze.
1013.16.1 Center Discs for Movable Bridges: Comply with
ASTM B22, Alloy C91300 .
1013.16.2 Trunnion and Similar Bearings for Movable
Bridges: Comply with ASTM B22, Alloy C91100 . recommendations of ASTM F1554. Steel washers shall comply with ASTM F436, Type 1. Stainless steel anchor bolts and hex nuts shall comply with ASTM F593, Group 2, Alloy 316. For high strength applications, comply with F593, Group 7, Alloy 630. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.5 Hardware: The minimum corrosion protection for bridge
hardware is galvanization in accordance with ASTM A153 or ASTM A123 or an approved mechanical galvanizin g process complying with ASTM B695 that provides the same coating thickness. Eyebolts shall comply with ASTM A489.
1013.09 STEEL H PILES. Comply with AASHTO M 270, Grade 36.
1013.10 SHEET PILES. Steel sheet piles shall comply with ASTM
A328 or ASTM A572. Substitut ion of ASTM A588 for A572 may be allowed with approval of the Bridge Engineer Administrator. Steel sheet pile shall be hot rolled with a ball -and-socket type interlocking joint. Aluminum sheet piles shall comply with ASTM B221, Alloy 6061 -T6 or Alloy 6063 -T6 or ASTM B209 Alloy 3064 -H34.
1013.11 STEEL PIPE PILES. Comply with ASTM A252, Grade 2.
1013.12 SHEET COPPER. Comply with ASTM B152.
1013.13 SHEET LEAD. Comply with ASTM B29.
1013.14 SHEET ZINC. Comply with ASTM B69, Type II.
1013.15 COLD -ROLLED STEEL. Cold -rolled steel shall be cold -
finished steel complying with ASTM A108.
1013.16 Bronze.
1013.16.1 Center Discs for Movable Bridges: Comply with
ASTM B22, Alloy C91300 .
1013.16.2 Trunnion and Similar Bearings for Movable
Bridges: Comply with ASTM B22, Alloy C91100 . recommendations of ASTM F1554. Steel washers shall comply with ASTM F436, Type 1. Stainless steel anchor bolts and hex nuts shall comply with ASTM F593, Group 2, Alloy 316. For high strength applications, comply with F593, Group 7, Alloy 630. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.5 Hardware: The minimum corrosion protection for bridge
hardware is galvanization in accordance with ASTM A153 or ASTM A123 or an approved mechanical galvanizin g process complying with ASTM B695 that provides the same coating thickness. Eyebolts shall comply with ASTM A489.
1013.09 STEEL H PILES. Comply with AASHTO M 270, Grade 36.
1013.10 SHEET PILES. Steel sheet piles shall comply with ASTM
A328 or ASTM A572. Substitut ion of ASTM A588 for A572 may be allowed with approval of the Bridge Engineer Administrator. Steel sheet pile shall be hot rolled with a ball -and-socket type interlocking joint. Aluminum sheet piles shall comply with ASTM B221, Alloy 6061 -T6 or Alloy 6063 -T6 or ASTM B209 Alloy 3064 -H34.
1013.11 STEEL PIPE PILES. Comply with ASTM A252, Grade 2.
1013.12 SHEET COPPER. Comply with ASTM B152.
1013.13 SHEET LEAD. Comply with ASTM B29.
1013.14 SHEET ZINC. Comply with ASTM B69, Type II.
1013.15 COLD -ROLLED STEEL. Cold -rolled steel shall be cold -
finished steel complying with ASTM A108.
1013.16 Bronze.
1013.16.1 Center Discs for Movable Bridges: Comply with
ASTM B22, Alloy C91300 .
1013.16.2 Trunnion and Similar Bearings for Movable
Bridges: Comply with ASTM B22, Alloy C91100 . recommendations of ASTM F1554. Steel washers shall comply with ASTM F436, Type 1. Stainless steel anchor bolts and hex nuts shall comply with ASTM F593, Group 2, Alloy 316. For high strength applications, comply with F593, Group 7, Alloy 630. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.5 Hardware: The minimum corrosion protection for bridge
hardware is galvanization in accordance with ASTM A153 or ASTM A123 or an approved mechanical galvanizin g process complying with ASTM B695 that provides the same coating thickness. Eyebolts shall comply with ASTM A489.
1013.09 STEEL H PILES. Comply with AASHTO M 270, Grade 36.
1013.10 SHEET PILES. Steel sheet piles shall comply with ASTM
A328 or ASTM A572. Substitut ion of ASTM A588 for A572 may be allowed with approval of the Bridge Engineer Administrator. Steel sheet pile shall be hot rolled with a ball -and-socket type interlocking joint. Aluminum sheet piles shall comply with ASTM B221, Alloy 6061 -T6 or Alloy 6063 -T6 or ASTM B209 Alloy 3064 -H34.
1013.11 STEEL PIPE PILES. Comply with ASTM A252, Grade 2.
1013.12 SHEET COPPER. Comply with ASTM B152.
1013.13 SHEET LEAD. Comply with ASTM B29.
1013.14 SHEET ZINC. Comply with ASTM B69, Type II.
1013.15 COLD -ROLLED STEEL. Cold -rolled steel shall be cold -
finished steel complying with ASTM A108.
1013.16 Bronze.
1013.16.1 Center Discs for Movable Bridges: Comply with
ASTM B22, Alloy C91300 .
1013.16.2 Trunnion and Similar Bearings for Movable
Bridges: Comply with ASTM B22, Alloy C91100 . recommendations of ASTM F1554. Steel washers shall comply with ASTM F436, Type 1. Stainless steel anchor bolts and hex nuts shall comply with ASTM F593, Group 2, Alloy 316. For high strength applications, comply with F593, Group 7, Alloy 630. Washers shall comply with ASTM F436 and shall be fabricated from stainless steel material with equal or better corrosion resistance as the bolt.
1013.08.5 Hardware: The minimum corrosion protection for bridge
hardware is galvanization in accordance with ASTM A153 or ASTM A123 or an approved mechanical galvanizin g process complying with ASTM B695 that provides the same coating thickness. Eyebolts shall comply with ASTM A489.
1013.09 STEEL H PILES. Comply with AASHTO M 270, Grade 36.
1013.10 SHEET PILES. Steel sheet piles shall comply with ASTM
A328 or ASTM A572. Substitut ion of ASTM A588 for A572 may be allowed with approval of the Bridge Engineer Administrator. Steel sheet pile shall be hot rolled with a ball -and-socket type interlocking joint. Aluminum sheet piles shall comply with ASTM B221, Alloy 6061 -T6 or Alloy 6063 -T6 or ASTM B209 Alloy 3064 -H34.
1013.11 STEEL PIPE PILES. Comply with ASTM A252, Grade 2.
1013.12 SHEET COPPER. Comply with ASTM B152.
1013.13 SHEET LEAD. Comply with ASTM B29.
1013.14 SHEET ZINC. Comply with ASTM B69, Type II.
1013.15 COLD -ROLLED STEEL. Cold -rolled steel shall be cold -
finished steel complying with ASTM A108.
1013.16 Bronze.
1013.16.1 Center Discs for Movable Bridges: Comply with
ASTM B22, Alloy C91300 .
1013.16.2 Trunnion and Similar Bearings for Movable
Bridges: Comply with ASTM B22, Alloy C91100 .
Source: Louisiana Standard Specifications for Roads and Bridges, 2016 Edition. Pages 1066–1066 of 1,145.