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Standard Specification for Corrugated Steel Box Culverts
Automatische name übersetzung:
Standard-Spezifikation für Wellstahlrahmendurchlässe
NORM herausgegeben am 1.5.2011
Bezeichnung normen: ASTM A964/A964M-03(2011)
Anmerkung: UNGÜLTIG
Ausgabedatum normen: 1.5.2011
SKU: NS-5075
Zahl der Seiten: 12
Gewicht ca.: 36 g (0.08 Pfund)
Land: Amerikanische technische Norm
Kategorie: Technische Normen ASTM
Keywords:
bridge, box culvert, corrugated structural plate, culvert, galvanized steel, grade separation, low cover structure, low profile structure, storm sewer, Box culverts, Bridge/structural materials--specifications, Corrugated steel sewer/drain pipe--specifications, Culverts--specifications, Galvanized materials/structures/surfaces--specifications, Low cover/profile structure, Storm sewer/drainage structures--specifications, ICS Number Code 93.030 (External sewerage systems)
1. Scope | ||||||||||||||
1.1 This specification covers material, geometric, and wall section properties of steel box culverts manufactured from corrugated plate or sheet, with or without attached stiffeners, for field assembly. Appropriate fasteners and optional materials such as steel invert plates and headwalls are also described. Applications for steel box culverts include conduits for gravity flow drainage of surface water such as culverts and storm drains, as well as for small bridges and grade separation structures such as pedestrian or vehicular underpasses, and utility tunnels. 1.2 This specification does not include requirements for foundations, backfill, or the relationship between earth cover or live loads and strength requirements. These important design considerations are described in the AASHTO LRFD Bridge Design Specifications, Customary U.S. Units (LRFD Bridge Design Specifications, SI Units). 1.3 This specification does not include requirements for the hydraulic design of these structures. Hydraulic design, placement of footings or inverts, and end treatments to resist scour are described in FHWA HDS No. 5. 1.4 Appendix X1 lists nominal dimensions of box culvert sizes commonly available. Also listed are cross-sectional area and hydraulic design parameters for these sizes. 1.5 Appendix X2 lists manufacturers' suggested design properties for the box culvert types described in this specification, and for the spacing classes and material thicknesses typically available. 1.6 The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the specification. |
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2. Referenced Documents | ||||||||||||||
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Historisch
1.2.2014
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1.7.2013
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1.7.2013
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1.9.2011
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1.7.2013
Historisch
1.7.2013
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