Table 1007 -1 Metal Pipe Arch Dimensions (Inches) Steel & Aluminum Steel Round Equivalent (Inches) 2 2/3 in. by 1/2 in. Corrugation 3 in. by 1 in. or 5 in. by 1 in. Corrugation 120 17 x 21 x 24 x 28 x 35 x 42 x 49 x 57 x 64 x 71 x 77 x 83 x — — — — — — — — — — — — — 40 x 46 x 53 x 60 x 66 x 73 x 81 x 87 x 95 x 103 x 112 x 117 x 128 x 137 x 142 x
1007.08 PIPE JOINT SYSTEMS. Metal pipe joint systems shall
comply with 1018.03 and shall be as shown on the plans. A Type 2 or joint system may be substituted for a Type 1 joint system; a Type 3 joint system may be substituted for a Type 2 joint system. For Type 1 joints, provide at least one line of approved gasket material under the band on each pipe end.
1007.08.1 Coupling Bands: Coupling bands for joining metal
conduit shall be approved by the DOTD Materials Engineer Administrator and shall comply with AASHTO M 36 for steel conduit and AASHTO M 196 for aluminum conduit with the following modifications: Table 1007 -1 Metal Pipe Arch Dimensions (Inches) Steel & Aluminum Steel Round Equivalent (Inches) 2 2/3 in. by 1/2 in. Corrugation 3 in. by 1 in. or 5 in. by 1 in. Corrugation 120 17 x 21 x 24 x 28 x 35 x 42 x 49 x 57 x 64 x 71 x 77 x 83 x — — — — — — — — — — — — — 40 x 46 x 53 x 60 x 66 x 73 x 81 x 87 x 95 x 103 x 112 x 117 x 128 x 137 x 142 x
1007.08 PIPE JOINT SYSTEMS. Metal pipe joint systems shall
comply with 1018.03 and shall be as shown on the plans. A Type 2 or joint system may be substituted for a Type 1 joint system; a Type 3 joint system may be substituted for a Type 2 joint system. For Type 1 joints, provide at least one line of approved gasket material under the band on each pipe end.
1007.08.1 Coupling Bands: Coupling bands for joining metal
conduit shall be approved by the DOTD Materials Engineer Administrator and shall comply with AASHTO M 36 for steel conduit and AASHTO M 196 for aluminum conduit with the following modifications: Bands shall be of an approved design and shall be fabricated from metal sheets of the same material as the conduit. The band thickness shall be the same as the conduit thickness with a maximum of 12 gage. Coating shall be the same as used on the conduit. Minimum band width shall be 12 inches.
1007.08.2 Steel Banding Rods: Comply with AASHTO M 270,
Grade 36 (M 270M, Grade 250). Welding of rods will not be permitted. No more than two splices will be allowed.
1007.08.3 Hardware: Hardware shall be galvanized in accordance
with ASTM A153 or B633, Class Fe/Zn 25 or an approved mechanical galvanizing process complying with ASTM B695 that provides the same coating thickness.
1007.08.4 Gaskets: Gaskets for pipe joint systems shall be from the
Approved Materials List.
1007.08.4 1 Rubber Gaskets: Comply with ASTM
C443. Each rubber gasket shall be identified with a batch or lot number. Gasket cross section shall be the followi ng: For pipe 36 inches in diameter or less, gasket cross section shall be 13/16 -inch. For pipe greater than 36 inches in diameter, with 1/2 -inch deep corrugations, gasket cross section shall be 7/8 -inch. For pipe greater than 36 inches in diameter with 1 -inch deep corrugations, gasket cross section shall be 1 3/8 -inches.
1007.08.4 2 Preformed Flexible Gaskets: Comply with
ASTM C990. Gasket material shall be a minimum of 1 inch for 1/2 -inch corrugation depth, and a minimum of 1 1/2 inches for 1 -inch corrugation depth.
1007.09 CAST IRON SOIL PIPE AND FITTINGS. Comply with
ASTM A74. Joints shall be made with rubber gaskets complying with ASTM C564.
1007.10 DUCTILE IRON PIPE. Comply with ANSI A 21.51.
1007.11 Black and Galvanized Welded and Seamless
STEEL PIPE. Steel pipe for ordina ry uses shall comply with ASTM A53. Bands shall be of an approved design and shall be fabricated from metal sheets of the same material as the conduit. The band thickness shall be the same as the conduit thickness with a maximum of 12 gage. Coating shall be the same as used on the conduit. Minimum band width shall be 12 inches.
1007.08.2 Steel Banding Rods: Comply with AASHTO M 270,
Grade 36 (M 270M, Grade 250). Welding of rods will not be permitted. No more than two splices will be allowed.
1007.08.3 Hardware: Hardware shall be galvanized in accordance
with ASTM A153 or B633, Class Fe/Zn 25 or an approved mechanical galvanizing process complying with ASTM B695 that provides the same coating thickness.
1007.08.4 Gaskets: Gaskets for pipe joint systems shall be from the
Approved Materials List.
1007.08.4 1 Rubber Gaskets: Comply with ASTM
C443. Each rubber gasket shall be identified with a batch or lot number. Gasket cross section shall be the followi ng: For pipe 36 inches in diameter or less, gasket cross section shall be 13/16 -inch. For pipe greater than 36 inches in diameter, with 1/2 -inch deep corrugations, gasket cross section shall be 7/8 -inch. For pipe greater than 36 inches in diameter with 1 -inch deep corrugations, gasket cross section shall be 1 3/8 -inches.
1007.08.4 2 Preformed Flexible Gaskets: Comply with
ASTM C990. Gasket material shall be a minimum of 1 inch for 1/2 -inch corrugation depth, and a minimum of 1 1/2 inches for 1 -inch corrugation depth.
1007.09 CAST IRON SOIL PIPE AND FITTINGS. Comply with
ASTM A74. Joints shall be made with rubber gaskets complying with ASTM C564.
1007.10 DUCTILE IRON PIPE. Comply with ANSI A 21.51.
1007.11 Black and Galvanized Welded and Seamless
STEEL PIPE. Steel pipe for ordina ry uses shall comply with ASTM A53. Bands shall be of an approved design and shall be fabricated from metal sheets of the same material as the conduit. The band thickness shall be the same as the conduit thickness with a maximum of 12 gage. Coating shall be the same as used on the conduit. Minimum band width shall be 12 inches.
1007.08.2 Steel Banding Rods: Comply with AASHTO M 270,
Grade 36 (M 270M, Grade 250). Welding of rods will not be permitted. No more than two splices will be allowed.
1007.08.3 Hardware: Hardware shall be galvanized in accordance
with ASTM A153 or B633, Class Fe/Zn 25 or an approved mechanical galvanizing process complying with ASTM B695 that provides the same coating thickness.
1007.08.4 Gaskets: Gaskets for pipe joint systems shall be from the
Approved Materials List.
1007.08.4 1 Rubber Gaskets: Comply with ASTM
C443. Each rubber gasket shall be identified with a batch or lot number. Gasket cross section shall be the followi ng: For pipe 36 inches in diameter or less, gasket cross section shall be 13/16 -inch. For pipe greater than 36 inches in diameter, with 1/2 -inch deep corrugations, gasket cross section shall be 7/8 -inch. For pipe greater than 36 inches in diameter with 1 -inch deep corrugations, gasket cross section shall be 1 3/8 -inches.
1007.08.4 2 Preformed Flexible Gaskets: Comply with
ASTM C990. Gasket material shall be a minimum of 1 inch for 1/2 -inch corrugation depth, and a minimum of 1 1/2 inches for 1 -inch corrugation depth.
1007.09 CAST IRON SOIL PIPE AND FITTINGS. Comply with
ASTM A74. Joints shall be made with rubber gaskets complying with ASTM C564.
1007.10 DUCTILE IRON PIPE. Comply with ANSI A 21.51.
1007.11 Black and Galvanized Welded and Seamless
STEEL PIPE. Steel pipe for ordina ry uses shall comply with ASTM A53. Bands shall be of an approved design and shall be fabricated from metal sheets of the same material as the conduit. The band thickness shall be the same as the conduit thickness with a maximum of 12 gage. Coating shall be the same as used on the conduit. Minimum band width shall be 12 inches.
1007.08.2 Steel Banding Rods: Comply with AASHTO M 270,
Grade 36 (M 270M, Grade 250). Welding of rods will not be permitted. No more than two splices will be allowed.
1007.08.3 Hardware: Hardware shall be galvanized in accordance
with ASTM A153 or B633, Class Fe/Zn 25 or an approved mechanical galvanizing process complying with ASTM B695 that provides the same coating thickness.
1007.08.4 Gaskets: Gaskets for pipe joint systems shall be from the
Approved Materials List.
1007.08.4 1 Rubber Gaskets: Comply with ASTM
C443. Each rubber gasket shall be identified with a batch or lot number. Gasket cross section shall be the followi ng: For pipe 36 inches in diameter or less, gasket cross section shall be 13/16 -inch. For pipe greater than 36 inches in diameter, with 1/2 -inch deep corrugations, gasket cross section shall be 7/8 -inch. For pipe greater than 36 inches in diameter with 1 -inch deep corrugations, gasket cross section shall be 1 3/8 -inches.
1007.08.4 2 Preformed Flexible Gaskets: Comply with
ASTM C990. Gasket material shall be a minimum of 1 inch for 1/2 -inch corrugation depth, and a minimum of 1 1/2 inches for 1 -inch corrugation depth.
1007.09 CAST IRON SOIL PIPE AND FITTINGS. Comply with
ASTM A74. Joints shall be made with rubber gaskets complying with ASTM C564.
1007.10 DUCTILE IRON PIPE. Comply with ANSI A 21.51.
1007.11 Black and Galvanized Welded and Seamless
STEEL PIPE. Steel pipe for ordina ry uses shall comply with ASTM A53. Bands shall be of an approved design and shall be fabricated from metal sheets of the same material as the conduit. The band thickness shall be the same as the conduit thickness with a maximum of 12 gage. Coating shall be the same as used on the conduit. Minimum band width shall be 12 inches.
1007.08.2 Steel Banding Rods: Comply with AASHTO M 270,
Grade 36 (M 270M, Grade 250). Welding of rods will not be permitted. No more than two splices will be allowed.
1007.08.3 Hardware: Hardware shall be galvanized in accordance
with ASTM A153 or B633, Class Fe/Zn 25 or an approved mechanical galvanizing process complying with ASTM B695 that provides the same coating thickness.
1007.08.4 Gaskets: Gaskets for pipe joint systems shall be from the
Approved Materials List.
1007.08.4 1 Rubber Gaskets: Comply with ASTM
C443. Each rubber gasket shall be identified with a batch or lot number. Gasket cross section shall be the followi ng: For pipe 36 inches in diameter or less, gasket cross section shall be 13/16 -inch. For pipe greater than 36 inches in diameter, with 1/2 -inch deep corrugations, gasket cross section shall be 7/8 -inch. For pipe greater than 36 inches in diameter with 1 -inch deep corrugations, gasket cross section shall be 1 3/8 -inches.
1007.08.4 2 Preformed Flexible Gaskets: Comply with
ASTM C990. Gasket material shall be a minimum of 1 inch for 1/2 -inch corrugation depth, and a minimum of 1 1/2 inches for 1 -inch corrugation depth.
1007.09 CAST IRON SOIL PIPE AND FITTINGS. Comply with
ASTM A74. Joints shall be made with rubber gaskets complying with ASTM C564.
1007.10 DUCTILE IRON PIPE. Comply with ANSI A 21.51.
1007.11 Black and Galvanized Welded and Seamless
STEEL PIPE. Steel pipe for ordina ry uses shall comply with ASTM A53. Bands shall be of an approved design and shall be fabricated from metal sheets of the same material as the conduit. The band thickness shall be the same as the conduit thickness with a maximum of 12 gage. Coating shall be the same as used on the conduit. Minimum band width shall be 12 inches.
1007.08.2 Steel Banding Rods: Comply with AASHTO M 270,
Grade 36 (M 270M, Grade 250). Welding of rods will not be permitted. No more than two splices will be allowed.
1007.08.3 Hardware: Hardware shall be galvanized in accordance
with ASTM A153 or B633, Class Fe/Zn 25 or an approved mechanical galvanizing process complying with ASTM B695 that provides the same coating thickness.
1007.08.4 Gaskets: Gaskets for pipe joint systems shall be from the
Approved Materials List.
1007.08.4 1 Rubber Gaskets: Comply with ASTM
C443. Each rubber gasket shall be identified with a batch or lot number. Gasket cross section shall be the followi ng: For pipe 36 inches in diameter or less, gasket cross section shall be 13/16 -inch. For pipe greater than 36 inches in diameter, with 1/2 -inch deep corrugations, gasket cross section shall be 7/8 -inch. For pipe greater than 36 inches in diameter with 1 -inch deep corrugations, gasket cross section shall be 1 3/8 -inches.
1007.08.4 2 Preformed Flexible Gaskets: Comply with
ASTM C990. Gasket material shall be a minimum of 1 inch for 1/2 -inch corrugation depth, and a minimum of 1 1/2 inches for 1 -inch corrugation depth.
1007.09 CAST IRON SOIL PIPE AND FITTINGS. Comply with
ASTM A74. Joints shall be made with rubber gaskets complying with ASTM C564.
1007.10 DUCTILE IRON PIPE. Comply with ANSI A 21.51.
1007.11 Black and Galvanized Welded and Seamless
STEEL PIPE. Steel pipe for ordina ry uses shall comply with ASTM A53. Bands shall be of an approved design and shall be fabricated from metal sheets of the same material as the conduit. The band thickness shall be the same as the conduit thickness with a maximum of 12 gage. Coating shall be the same as used on the conduit. Minimum band width shall be 12 inches.
1007.08.2 Steel Banding Rods: Comply with AASHTO M 270,
Grade 36 (M 270M, Grade 250). Welding of rods will not be permitted. No more than two splices will be allowed.
1007.08.3 Hardware: Hardware shall be galvanized in accordance
with ASTM A153 or B633, Class Fe/Zn 25 or an approved mechanical galvanizing process complying with ASTM B695 that provides the same coating thickness.
1007.08.4 Gaskets: Gaskets for pipe joint systems shall be from the
Approved Materials List.
1007.08.4 1 Rubber Gaskets: Comply with ASTM
C443. Each rubber gasket shall be identified with a batch or lot number. Gasket cross section shall be the followi ng: For pipe 36 inches in diameter or less, gasket cross section shall be 13/16 -inch. For pipe greater than 36 inches in diameter, with 1/2 -inch deep corrugations, gasket cross section shall be 7/8 -inch. For pipe greater than 36 inches in diameter with 1 -inch deep corrugations, gasket cross section shall be 1 3/8 -inches.
1007.08.4 2 Preformed Flexible Gaskets: Comply with
ASTM C990. Gasket material shall be a minimum of 1 inch for 1/2 -inch corrugation depth, and a minimum of 1 1/2 inches for 1 -inch corrugation depth.
1007.09 CAST IRON SOIL PIPE AND FITTINGS. Comply with
ASTM A74. Joints shall be made with rubber gaskets complying with ASTM C564.
1007.10 DUCTILE IRON PIPE. Comply with ANSI A 21.51.
1007.11 Black and Galvanized Welded and Seamless
STEEL PIPE. Steel pipe for ordina ry uses shall comply with ASTM A53. Bands shall be of an approved design and shall be fabricated from metal sheets of the same material as the conduit. The band thickness shall be the same as the conduit thickness with a maximum of 12 gage. Coating shall be the same as used on the conduit. Minimum band width shall be 12 inches.
1007.08.2 Steel Banding Rods: Comply with AASHTO M 270,
Grade 36 (M 270M, Grade 250). Welding of rods will not be permitted. No more than two splices will be allowed.
1007.08.3 Hardware: Hardware shall be galvanized in accordance
with ASTM A153 or B633, Class Fe/Zn 25 or an approved mechanical galvanizing process complying with ASTM B695 that provides the same coating thickness.
1007.08.4 Gaskets: Gaskets for pipe joint systems shall be from the
Approved Materials List.
1007.08.4 1 Rubber Gaskets: Comply with ASTM
C443. Each rubber gasket shall be identified with a batch or lot number. Gasket cross section shall be the followi ng: For pipe 36 inches in diameter or less, gasket cross section shall be 13/16 -inch. For pipe greater than 36 inches in diameter, with 1/2 -inch deep corrugations, gasket cross section shall be 7/8 -inch. For pipe greater than 36 inches in diameter with 1 -inch deep corrugations, gasket cross section shall be 1 3/8 -inches.
1007.08.4 2 Preformed Flexible Gaskets: Comply with
ASTM C990. Gasket material shall be a minimum of 1 inch for 1/2 -inch corrugation depth, and a minimum of 1 1/2 inches for 1 -inch corrugation depth.
1007.09 CAST IRON SOIL PIPE AND FITTINGS. Comply with
ASTM A74. Joints shall be made with rubber gaskets complying with ASTM C564.
1007.10 DUCTILE IRON PIPE. Comply with ANSI A 21.51.
1007.11 Black and Galvanized Welded and Seamless
STEEL PIPE. Steel pipe for ordina ry uses shall comply with ASTM A53. Bands shall be of an approved design and shall be fabricated from metal sheets of the same material as the conduit. The band thickness shall be the same as the conduit thickness with a maximum of 12 gage. Coating shall be the same as used on the conduit. Minimum band width shall be 12 inches.
1007.08.2 Steel Banding Rods: Comply with AASHTO M 270,
Grade 36 (M 270M, Grade 250). Welding of rods will not be permitted. No more than two splices will be allowed.
1007.08.3 Hardware: Hardware shall be galvanized in accordance
with ASTM A153 or B633, Class Fe/Zn 25 or an approved mechanical galvanizing process complying with ASTM B695 that provides the same coating thickness.
1007.08.4 Gaskets: Gaskets for pipe joint systems shall be from the
Approved Materials List.
1007.08.4 1 Rubber Gaskets: Comply with ASTM
C443. Each rubber gasket shall be identified with a batch or lot number. Gasket cross section shall be the followi ng: For pipe 36 inches in diameter or less, gasket cross section shall be 13/16 -inch. For pipe greater than 36 inches in diameter, with 1/2 -inch deep corrugations, gasket cross section shall be 7/8 -inch. For pipe greater than 36 inches in diameter with 1 -inch deep corrugations, gasket cross section shall be 1 3/8 -inches.
1007.08.4 2 Preformed Flexible Gaskets: Comply with
ASTM C990. Gasket material shall be a minimum of 1 inch for 1/2 -inch corrugation depth, and a minimum of 1 1/2 inches for 1 -inch corrugation depth.
1007.09 CAST IRON SOIL PIPE AND FITTINGS. Comply with
ASTM A74. Joints shall be made with rubber gaskets complying with ASTM C564.
1007.10 DUCTILE IRON PIPE. Comply with ANSI A 21.51.
1007.11 Black and Galvanized Welded and Seamless
STEEL PIPE. Steel pipe for ordina ry uses shall comply with ASTM A53. Section 1008 Paints
1008.01 GENERAL. Paints shall be delivered in clean, unopened
shipping containers complying with Surface Transportation Board (STB) requirements. Each paint container shall bear a label containing the following information: name and address of manufacturer, trade name or trademark, kind of paint, color of paint, number of gallons (L), batch number, and date of production. The material shall not show skinning, settling, color change, thickening, or livering that can not be eliminated by normal mixing procedures. Store, mix, and apply according to manufacturer’s recommendations. Discard paint after the manufacturer's recommended shelf life has expired. DOTD’s test results are valid for 12 months.
1008.02 ZINC PAINT SYSTEMS. The zinc paint system shall be from
the Approved Materials List. Each system will be tested in accordance with AASHTO R 31. Zinc paint systems shall conform to the specification requirements of AASHTO R 31. All zinc paint systems shall meet the performance requirements listed in the latest Northeast Protective Coating Committee (NEPCOAT) Acceptance Criteria for New and 100 percent Bare Existing Steel for Bridges. The latest acceptance criteria can be found on the NEPCOAT website at www.nepcoat.org un der the Qualified Products for Protective Coatings for New and 100 percent Bare Existing Steel for Bridges document. Paint used on projects will be sampled and tested and shall comply with the following requirements: