Draft Details
- Corrugated Steel Pipe and Buried Structures (A...
- CSA G401:24
- Legal Notice for Draft Amendments
- Preface
- SDG Foreword
- + 1 Scope
- 1.1
- 1.2
- 1.3
- 1.4
- 2 Reference publications
- + 3 Definitions and abbreviations
- 3.1 Definitions
- 3.2 Abbreviations and symbols
- + 4 Corrugated and spiral rib steel pipe — Materi...
- + 4.1 Steel material
- + 4.1.1 General
- 4.1.1.1
- 4.1.1.2
- + 4.1.2 Heat analysis
- 4.1.2.1
- 4.1.2.2
- 4.1.3 Product analysis
- 4.1.4 Referee analysis
- + 4.2 CSP and spiral rib materials
- 4.2.1
- 4.2.2
- 4.2.3
- 4.2.4
- + 4.3 Tolerances
- 4.3.1
- 4.3.2
- 4.3.3
- 4.4 Mill marking
- + 4.5 Fasteners
- 4.5.1 Bolts and nuts for bolted together CSP
- + 4.5.2 Bolts and nuts for CSP couplers
- 4.5.2.1
- 4.5.2.2
- 4.5.3 Rivets
- + 4.6 Coatings Steel sheet coatings
- + 4.6.1 Zinc coating for corrugated steel pipe sh...
- 4.6.1.1
- 4.6.1.2
- 4.6.1.3
- 4.6.1.4
- 4.6.1.5
- 4.6.1.6
- + 4.6.2 Aluminum coating for corrugated steel pip...
- 4.6.2.1
- 4.6.2.2
- 4.6.2.3
- + 4.6.3 Aluminized coating for corrugated steel p...
- 4.6.3.1
- 4.6.3.2
- 4.6.3.3
- 4.6.3.4
- 4.6.3.5
- 4.6.3.6
- + 4.6.4 55% aluminum-zinc alloy coating for corru...
- 4.6.4.1
- 4.6.4.2
- 4.6.4.3
- 4.6.4.4
- 4.6.4.5
- 4.6.4.6
- + 4.6.5 Polymer laminate coating for corrugated s...
- 4.6.5.1 General
- 4.6.5.2 Application process
- 4.6.5.3 Coating
- 4.6.5.4 Performance
- 4.6.5.5 Classification and coating thickness
- 4.6.5.6 Marking
- 4.6.5.7 Repair
- 4.6.5.7.1
- 4.6.5.7.2
- 4.6.5.8 Inspection
- 4.6.5.8.1
- 4.6.5.8.2
- 4.6.5.8.3
- + 4.7 Fabrication of corrugated steel pipe and sp...
- + 4.7.1 General
- 4.7.1.1 Forming
- 4.7.1.2 Marking
- 4.7.1.3 Corrugated steel pipe
- 4.7.1.3.1
- 4.7.1.3.2
- 4.7.1.3.3
- 4.7.1.3.4
- 4.7.1.4 Spiral rib steel pipe
- 4.7.1.4.1
- 4.7.1.4.2
- 4.7.1.4.3
- 4.7.1.4.4
- 4.7.1.4.5
- 4.7.1.4.6
- + 4.7.2 Riveted corrugated steel pipe
- 4.7.2.1 General
- 4.7.2.1.1
- 4.7.2.1.2
- 4.7.2.1.3
- 4.7.2.1.4
- 4.7.2.2 Rivets
- 4.7.2.3 Fabrication
- 4.7.2.3.1
- 4.7.2.3.2
- 4.7.2.3.3
- 4.7.2.3.4
- 4.7.2.3.5
- 4.7.2.3.6
- 4.7.2.3.7
- 4.7.2.3.8
- 4.7.2.3.9
- 4.7.2.3.10
- 4.7.2.4 Dimensions and tolerances
- 4.7.2.4.1
- 4.7.2.4.2
- 4.7.2.4.3
- + 4.7.3 Helical lockseam corrugated steel pipe
- 4.7.3.1 General
- 4.7.3.1.1
- 4.7.3.1.2
- 4.7.3.1.3
- 4.7.3.2 Fabrication
- 4.7.3.2.1 General
- 4.7.3.2.2 Minimum seam lap
- 4.7.3.2.3 Maximum gap
- 4.7.3.2.4 Helical welded lockseam
- 4.7.3.2.4.1
- 4.7.3.2.4.2
- 4.7.3.2.4.3
- 4.7.3.3 Inspection
- 4.7.3.3.1 Inspection frequency
- 4.7.3.3.1.1 General
- 4.7.3.3.1.2 New set-up
- 4.7.3.3.1.3 New coil
- 4.7.3.3.1.4 Length change
- 4.7.3.3.1.5 Daily lockseam inspection
- 4.7.3.3.2 Visual inspection
- 4.7.3.3.2.1
- 4.7.3.3.2.2
- 4.7.3.3.2.3
- 4.7.3.3.2.4
- 4.7.3.3.2.5
- 4.7.3.3.2.6
- 4.7.3.3.2.7
- 4.7.3.4 Seam strength
- 4.7.3.4.1
- 4.7.3.4.2
- 4.7.3.4.3
- 4.7.3.5 Cut lengths
- 4.7.3.6 Recorrugated pipe ends
- 4.7.3.6.1
- 4.7.3.6.2
- 4.7.3.6.3
- 4.7.3.6.4
- 4.7.3.7 Dimensions and tolerances
- 4.7.3.7.1
- 4.7.3.7.2
- 4.7.3.7.3
- 4.7.3.8 Welding of coil ends
- 4.7.3.8.1
- 4.7.3.8.2
- 4.7.3.8.3
- 4.7.3.8.4
- 4.7.3.8.5
- + 4.7.4 Pipe-arch
- 4.7.4.1 General
- 4.7.4.2 Pipe-arch shape
- 4.7.4.2.1 Standard dimensions
- 4.7.4.2.2 Inspection
- 4.7.4.2.3 Fabrication
- + 4.7.5 Perforated corrugated steel pipe
- 4.7.5.1 General
- 4.7.5.2 Fabrication
- 4.7.5.2.1
- 4.7.5.2.2
- 4.7.5.3 Perforation dimensions
- 4.7.5.3.1
- 4.7.5.3.2
- 4.7.5.4 Invert perforation
- 4.7.5.4.1
- 4.7.5.4.2
- 4.7.5.4.3
- 4.7.5.4.4
- 4.7.5.5 Fully perforated
- 4.7.5.5.1
- 4.7.5.5.2
- + 4.7.6 Bolted corrugated steel pipe
- 4.7.6.1 General
- 4.7.6.1.1
- 4.7.6.1.2
- 4.7.6.1.3
- 4.7.6.1.4
- 4.7.6.2 Fabrication
- 4.7.6.2.1
- 4.7.6.2.2
- 4.7.6.2.3
- 4.7.6.2.4
- 4.7.6.2.5
- 4.7.6.2.6
- 4.7.6.2.7
- 4.7.6.2.8
- 4.7.6.2.9
- 4.7.6.3 Dimensions and tolerances
- 4.7.6.3.1
- 4.7.6.3.2
- + 4.7.7 Couplers
- 4.7.7.1 General
- 4.7.7.1.1
- 4.7.7.1.2
- 4.7.7.1.3
- 4.7.7.1.4
- 4.7.7.2 Coupler fastening
- 4.7.7.2.1 General
- 4.7.7.2.2 Bolt fastening
- 4.7.7.2.2.1
- 4.7.7.2.2.2
- 4.7.7.2.2.3
- 4.7.7.2.2.4
- 4.7.7.2.2.5
- 4.7.7.3 Couplers for polymer-coated pipe
- 4.7.7.4 Gasketed joints
- 4.7.8 Fittings and appurtenances
- + 5 Structural plate and deep corrugated structur...
- + 5.1 Steel material
- + 5.1.1 General
- 5.1.1.1
- 5.1.1.2
- + 5.1.2 Heat analysis
- 5.1.2.1
- 5.1.2.2
- 5.1.3 Product analysis
- 5.1.4 Referee analysis
- + 5.2 Structural plate and deep corrugated struct...
- 5.2.1
- 5.2.2
- 5.2.3
- + 5.3 Tolerances
- 5.3.1
- 5.3.2
- 5.4 Mill marking
- + 5.5 Bolts and nuts for structural plate
- 5.5.1
- 5.5.2
- 5.5.3
- 5.5.4
- 5.5.5
- 5.5.6
- + 5.6 Coatings
- + 5.6.1 Zinc coating for structural plate and dee...
- 5.6.1.1
- 5.6.1.2
- 5.6.1.3
- 5.6.1.4
- 5.6.1.5
- 5.6.1.6
- 5.6.1.7
- 5.6.1.8
- 5.6.1.9
- + 5.6.2 Thermoplastic copolymer coating for struc...
- 5.6.2.1 General
- 5.6.2.2 Copolymer coating
- 5.6.2.3 Application
- 5.6.2.4 Application process
- 5.6.2.5 Performance
- 5.6.2.6 Coating thickness
- 5.6.2.7 Marking
- 5.6.2.8 Repair
- 5.6.2.9 Sampling and testing
- 5.6.2.9.1
- 5.6.2.9.2
- 5.6.2.9.3
- 5.6.3 Alternative coating for structural plate ...
- + 5.7 Fabrication of structural plate and deep co...
- 5.7.1 General
- + 5.7.2 Corrugation profile
- 5.7.2.1 General
- 5.7.2.2 Pitch, depth, and tolerances
- 5.7.2.3 Inspection
- + 5.7.3 Structural plate dimensions
- 5.7.3.1 Plate dimensions
- 5.7.3.2 Bolt holes
- 5.7.3.2.1
- 5.7.3.2.2
- 5.7.3.2.3
- 5.7.3.2.4
- 5.7.3.2.5
- 5.7.3.3 Plate connections
- 5.7.3.3.1 Longitudinal lap plate connections bo...
- 5.7.3.3.2 Longitudinal flange connections bolt ...
- 5.7.3.3.3 Circumferential flange connections bo...
- 5.7.3.3.4 Longitudinal plate seams
- 5.7.3.3.5 Circumferential plate connections
- 5.7.3.4 Plate arrangements
- 5.7.3.5 Plate arc width
- + 5.7.4 Plate curvature
- 5.7.4.1
- 5.7.4.2
- 5.7.4.3
- 5.7.5 Receiving members
- + 5.7.6 Bolts and nuts
- 5.7.6.1 General
- 5.7.6.2 Bolt Lengths
- 5.7.6.3 Quantity
- 5.7.6.4 Packaging
- 5.7.6.5 Shear studs
- 5.7.6.5.1 General
- 5.7.6.5.2 Welded shear studs
- 5.7.6.5.3 Bolted shear studs
- + 5.7.7 Drawings and plate identification
- 5.7.7.1
- 5.7.7.2
- 5.7.7.3
- 5.7.7.4
- + 6 Quality of work and repair
- 6.1 Quality of work
- + 6.2 Repair of damaged metallic coating
- 6.2.1
- 6.2.2
- 6.2.3
- + 6.3 Repair of damaged polymer and thermoplastic...
- 6.3.1 Damaged polymer laminate
- 6.3.2 Damaged thermoplastic copolymer
- + 7 Manufacturer’s quality control
- 7.1 Materials control
- 7.2 Fabrication
- + 7.3 Plant quality program
- 7.3.1 Objectives and methods
- 7.3.2 Inspection, testing, and record-keeping
- 7.3.3 Assessment of plant standards
- + 8 Handling, transport, storage, and repair
- + 8.1 Handling
- 8.1.1
- 8.1.2
- 8.1.3
- 8.1.4
- + 8.2 Transport
- 8.2.1
- 8.2.2
- + 8.3 Storage
- 8.3.1
- 8.3.2
- 8.3.3
- 8.3.4
- + 8.4 Repair
- 8.4.1
- 8.4.2
- + 9 Inspection
- 9.1
- 9.2
- 9.3
- + 10 Rejection
- Table 1
- Table 2
- Table 3
- Table 4
- Table 5
- Table 6
- Table 7
- Table 8
- Table 9
- Table 10
- Table 11
- Table 12
- Table 13
- Table 14
- Table 15
- Table 16
- Table 17 a)
- Table 17 b)
- Table 18 a)
- Table 18 b)
- Table 18 c)
- Table 19
- Table 20
- Table 21
- Figure 1
- Figure 2
- Figure 3
- Figure 4
- Figure 5
- Figure 6
- Figure 7
- Figure 8
- Figure 9
- Figure 10
- Figure 11
- Figure 12
- Figure 13 a)
- Figure 13 b)
- Figure 13 c)
- Figure 14
- Figure 15
- Figure 16
- Figure 17
- Figure 18 a)
- Figure 18 b)
- Figure 19
- Figure 20
- Figure 21
- Figure 22
- Figure 23
- Figure 24
- + Annex A (informative)
- Design base steel properties
- + A.1 General
- A.1.1
- A.1.2
- A.1.3
- A.1.4
- + A.2 Steel thickness examples
- A.2.1 Corrugated steel pipe
- A.2.2 Structural plate and deep corrugated stee...
- Table A.1
- Table A.2
- Table A.3 a)
- Table A.3 b)
- + Annex B (informative)
- Typical coupler systems for corrugated steel p...
- Figure B.1
- Figure B.2
- Figure B.3
- Figure B.4
- Figure B.5
- Figure B.6
- + Annex C (informative)
- Sustainability
- C.1 Sustainable fabrication
1.1
This Standard specifies material and fabrication requirements for corrugated steel pipe, spiral rib pipe, structural plate, and two-flange tunnel liner plate.
1.2
This Standard applies to corrugated steel pipe and buried structures for applications such as culverts, storm sewers, storm water management systems, subdrains, hydraulic structures, grade separations, and tunnels.
1.3
This Standard does not include requirements for hydraulic design, service life, structural design, construction, or installation. For the structural design of products less than 3.0 m in span, refer to ASTM A796/A796M. The structural design of corrugated steel pipe and buried structures greater than or equal to 3.0 m in span is included in CSA S6.
1.4
In this Standard, “shall” is used to express a requirement, i.e., a provision that the user is obliged to satisfy in order to comply with the Standard; “should” is used to express a recommendation or that which is advised but not required; and “may” is used to express an option or that which is permissible within the limits of the Standard.
Notes accompanying clauses do not include requirements or alternative requirements; the purpose of a note accompanying a clause is to separate from the text explanatory or informative material.
Notes to tables and figures are considered part of the table or figure and may be written as requirements.
Annexes are designated normative (mandatory) or informative (non-mandatory) to define their application.
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